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Permits Folder 391 Ahern Street~?CN~~s ~~ ~`~'~- 3 ~~y PERMIT WORKSHEET Job Address: Properly Owner: Contractor: Permit #: ,. Certificate of Occupancy ,39/ f?~~RN Sr Anarln~ ~v Con~t,~s, iNc SjlrlZODtNfFh7.6 NOME lM,~• ~lC 06 - 3cjo I3UlLDING Footing -Slab Tie Beam Lintel Nailing! Sheathin Framing {nsulation Building Final Drainage Inspection: Pool Permit # ELECTRIC # Tem .Power # JEA Release Date Temp. Power Letter Recd. Temp Pole # JEA Release Date Rough JEA Release Date Electric Final JEA Release Date Type Work: Phone # Phone # Date Issued: Inspections: Steel Elec./Grounding Roofing Permit # Inspect: Nailing/Sheathing Fire Inspection: Failed Mspections: R~ a~ - ~g~k r~~~x o Underslab Water/ Sewer Rough) Top out Plumbing Final Final Final Final (^ Date Paid: ~ CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildin~,~deptncoab.us Application Number 07-00000261 Date 3/12/07 Property Address 391 AHERN ST Application type description PLUMBING ONLY Property Zoning . TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc sprinkler system - ---------------------------------------------------------------------------- Owner Contractor - - - - -------- ------------------ Hassan, Andy ------ - - - --------- NOLAN PLUMBING & IRRIGATION, I NC. 547 WASSON AVE. JACKSONVILLE FL 32220 (904) 783-4321 Permit PLUMBING PERMIT Additional desc . Permit Fee 50.00 Plan Check Fee . .00 Issue Date Valuation 0 Expiration Date 9/08/07 Fee summary Charged --------- - Paid Credited --------- ---------- Due ---------- ----------------- Permit Fee Total - 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 PERMIT 1S APPROVED-ONLY IN ACCORDANCE WTI'H ALL CTI'Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. fs~L.r,yJ' CITY OF ATLANTIC BEACH ~., ~ _ ~~ ` `~ PLUMBING PERMIT APPLICATION Date: -.~ ' , ~- ' U Property Address• Owner: (~ cK j J Telephone #: ~~~ `~-I 4 Contractor: ~~ C~Q_..{'} ~~ ~.~ ~--t ~ Telephone #: ~ ~ ~- U Contractor Address: ~~- ~~~ Fag #: g (' d Contractor Signature: 4-`___- In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Cade. Plumbing Type• If other construction is being done on this building or site, ^ New list the building permit number: ^ Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Se r Water Heaters Sprinkler System Other *See attached sheet see For Bacl~low and Irri ation rocedures Fees Permit Issuing Fee: $35.00 Total Fixtures: ~d ' `~ y 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Revised 9/06 8 e CITY OF ATLANTIC BEACH CROSS CONNECTION CONTROL BACKFLOW PREVENTER INSTALLATION REQUIREMENTS INSTALLATION: General installation instructions. 1. All devices larger than 2 inch must be installed on hard metal pipe. The metal piping must include all components up to and including the first upstream and down stream underground elbow joints. 2. Assemblies 2 inches and smaller may be installed on PVC pipe. Schedule 80 pipe must be used near trafficked areas. Support brackets and guard posts are recommended. 3. Device assemblies are to be installed a minimum of 12 inches above flood grade. Measurement is to be made from the lowest point of the device. The maximum height of a horizontally installed assembly is not to exceed 60 inches. No vaulted installations are allowed. 4. Vertical installation of DCAs is permitted on fire risers only and only if approved by USCFCCCHIt. 5. All Devices are to be installed in a manner to facilitate testing. All valves must be fully operational. All test cocks must be easily accessible. 6. Freeze protection is required for Fire Suppression System Backflow Preventers and is recommended for all other Backflow Preventer installations. Such protection may not prevent the unit from operating or being tested. All Backflow Preventers must be inspected by a COJB representative prior to application of freeze protection. 7. Thermal expansion must be addressed in situations were a device application may restrict such expansion. 8. AVBs and PVBs must be installed a minimum of 12 inches above the highest outlet served. No valve may exist downstream from these devices. 9. CALL MALCOLM CLEMONS AT 247 5839 a v CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Buildin -dept~coab.us Application Number 07-00000414 Date 4/03/07 Property Address 391 AHERN ST Application-type description MECHANICAL ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc 1 CONDENSER/1 AHU ---------------------------------------------------------------------------- Owner ------------------------ IDG - ANDY HASSAN Contractor ------------------------ B-COOL A/C & HEATING, INC. 5329 DEER ISLAND RD GREEN COVE SPRINGS FL 32043 (904) 509-9744 ----------------------- Permit -------------- MECHANICAL ------------------ PERMIT --------------------- Additional desc . Permit Fee 71.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 9/30/07 - ----------------------- Fee summary - - ------------ -------------- Charged ---------- - ------------------ Paid Credit --------- ------- -------------------- ed Due --- ---------- - - - Permit Fee Total 71.00 71.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 71.00 71.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. F_ r / ' 4 ai\ `~ : , -~ J . ~,~ CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: ~/ 3` b ~ Property Address: 39 ~ ~~ 2 ~n S~ Owner: ~ ~a 1~ Andy H~-SSw~ Telephone#: ~~U ' `/6~S1 Contractor: ~ ' c,n,1 Ai r c ~ ~ d i{ law 1~ °`" ~ N Telephone #: 5 0 9 '9 ~ `/~ Contractor Address: 6 ~ ~' ~ ~ ~ ~ ~ ~~'~" ~~ R d Fax #• 3 ~-~-"~ ~ ° y Contractor Signature: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which aze a part hereof and in accordan ce with the City of Atlantic Beach ordinances and standards of ood ractice listed therein. Type of Heating Fuel: / (9' Electric If other construction is being done on this building or site, list the building permit number: ^ Gas: LP -Natural -Central Utility ^ Oil ^ Other - S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK Heat _ Space _ Recessed ~ntral _ Floor Air Conditioning: Room ~ntral ~ Residential ^ Duct System: Material Thickness ^ Commercial Maximum capacity cfin ^ Refrigeration ^ New Building ^ Cooling Tower: Capacity gPm O Fire Sprinklers: Number of Heads ^ Elevator: _ _ Manlift Escalator (Number} ~ Existing Building Replacement of Existing System ^ Gasoline Pumps (Number) ^ Tanks (Ntamber) ^ New Installation ^ LPG Containers (Number) (No system previously installed) ^ Unfired Pressure Vessel ^ Boilers ^ Extension or Add-on to Existing System ^ Gas Piping ^ Other -Specify ^ Other -Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton's Agency r°W / //R ~ z `/ Con l~ n S~' ~ ~ o 0 0 r a'y!'~G d2 IIEATING -FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Description Model # Number Units Approving Agency Manufacturer BTU's ) i r ~ a„ ~~ r P F/ ~h/~ C- a ~/ ~. ~ Oo d a /tiL ~'/ O~0 TANKS Nominal Capacity Type Liquid How Many & Dimensions Contained Serial Approving Manufacturer No. A envy 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Faz: (904) 247-5845 • httn://www.ci.atlantic-beach.fl.us Revised 1104 `,_, ,~~, : t , ~r ~~;~~ ~~ ~;~.: CITY OF ATLANTIC BEACH $oo sE~xoLE RoAn ~~ ~ ~ ~..' o r',~ A77:~A1tiiTIC BEACH, FL .32233 ` INSPECTION. PHONE`LINE 247-5826 ;. Application Number 06-00034057 Date 10/16/06 Property Address 391 AHERN ST Application type description ROOF Property Zoning TO BE UPDATED Application valuation 7000 Application desc RE ROOF/391 THRU 399 Owner Contractor SYLVES, WILLIAM EXTRAORDINAIRE HOME IMP INC. CMDIV USS LEYETE GULF 5141 SIESTA DEL RIO DR. JACKSONVILLE FL 32258 (904) 260-6866 Permit ROOF PERMIT Additional desc . Permit Fee . 95.00 Plan Check Fee .00 Issue Date Valuation . 7000 Expiration Date 4/14/07 Special Notes and Comments UNITS 391 THRU 399 Fee summary Charged Paid Credited Due Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .QO Grand Total 95.00 95.00 .00 .00 PERMTT IS APPROVED ONLY IN ACCORDANCE WITH ALL C1TY OF A'T'LANTIC BEACH ORDINANCES AND THE FLORIDA BtITLDING CODES. r~rly11 ,y. ,~ ' , A5 s CITY OF ATLANTIC BEACH PLAN REVIEW SHEET .. ~r '~~ Building Department Public Works & Public Utilities Departments '~~ J;3l9r 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS Permit Application # Qlo - ~~0~7 Property Address ~! / ~fe~ d'/ Applicant: Project: S. Doerr R. Carper D. Kaluzniak Public Safety This permit application has been: ~ Approved as noted by the ~~~,7L-s Department. Final application approval must come from the Building Department. ~ Reviewed and the following items need attention: ~ " 3b ~,-- APPROVED Y ~, ~UrrnrNG OffICE ` 06 B --.~...__..._- - Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the corre d partment may delay your permit from bein issued. Reviewed By: _ ~~ f,~~~ `E~,/~._._.-- Date: ~f,T,~ l L ~f.~ ~, Date Contractor Notified: S F ~n~ ~ b ~`~ CITY OF ATLANTIC BEACH =r ~x ~ ROOFING PERMIT APPLICATION '; ~ ` ~~: Date: /~ 1~ d PLEASE SUBMIT (2) COMPLETE SETS OF PROD UCT APPROVALS AND INSTALLATION ID STR CTIONS WITH APPLICATION. ,~ / Job Address: „~ ~~ /` -° ~ c/' ~ ~~~~~ ~V o S Owner of Property: ~`~ f'~~~~/'a~g~/ d ~(/~L (~ ~"~C/~~ L Address: ~/ ~ / ~ si ~? ~~ cf~'i' i ~ /f~,R. ~ Telephone: 90 ~ •-G' [;'D ~~~~ or ~'.~/.~ L / L ~~/1/~ State License Number: c~-S ~-C C~SG~ Contractor's Address: ~'t y l ~o ~.-c~,4 ~~'[ (~- r5 G`~sr /' i~~ .4.7c--- ~ *~ 2 S,~ Telephone: 9' G L/ ~. ~ U ~ ~~ ~ Fax: Scope of Work: "]-~~GL C3F'~' ,~,~/ S'f ~~/~i ,S', ~~-~ /,t/S i ~ G ~0~~~.. .- Deck Slope: ~ ~/2 Greater than 2:12 ~ Less than 2:12 Valuation of work: ~ 7 ~ ~ ~' °' e' Product Name (Example: Timberline): ~ ~-' x~~^L ~c~ i/'2 E~Gj Manufacturer (Example: GAF): ~-'~ ,~ /-• f ASTM Designation(s): Required Inspections: Signature of Owner: AS TO OWNER: f'~ /~ Sworn to and subscribed before me this ~ day of ~~` 4~~'uC ~ , 20 ~ ~' State of Florida, County of Duval Notary's Signature: ~~ ~ _ c... ~ussy tie-oN ieuopeN ~e PoPu CtSQtS 00 +t ~ ; ~' Personally known ~ ~-t ~ ~ ~ ~ Produced identification ~ ] .~, ~4/ !o ~6 ' ~'l+~hl1 a ~ Tie of identification produced T,T ~~~ ~ ~ ~ ~ ~ ~ ~ °~ ~` ~M ~ ..~....~ Signature of Contractor: AS TO CONTRACTOR: Sworn to and subscribed before me this State of Florida, County of Duval Noiwy Pudic - SrM d Rbdiili _ ~ : • eMY Cortanission Expires F~ 14, '~<• ;.~~ Commission ~ OQ 51~~3 ~~~^~~ Bonded 8y National Nobry ANn. o ~- j a -- UG ~ jN day of ~ ~~ ~ , 20~. Notary's Signature. ^ Personally known Produced identification c ¢ c Type of identification produced d Z 2 ~ ~ 0 ~~ ~ [ .- r 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fax: (904) 247-5845 • http://www.ci.atlantic-beach.fl.us Page 1 Revised 10/06 r ,"'k~9k~ ~~: I~ .a,r~~y~,~~~ i i fit. Ft~ ~ ;. ' 'if •te YS~~;f rttF'r'.',. 3w. ~d FI 'da Building Code Online Page 1 of 5 " ~ o~ ~ - d S _. ___ T o 34 ,~ rt._~:.._ , b ___ o t... Y,~ K ~ _ ~..~.~~ J ~ X1:5 3 t ~ '~ F:; H A ~ ~ ; ~' ~. 2 ~ S T T .}v~+{a~ t kr7 ~~: ~.~: ~ rya 4tik: n ' "~ '~ ~ .~„ . `, BCIS Home ~ Log In ?Hot Topics Submit Surcharge Stats & Facts Publications !' rFBC Staff ,; B~ Product~prova_1_Menu > Product_or_App_lication Search > FL183-RO 41 ~ ~ Product Approval USER: Public User Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory > APP New 2001 Approved ~ ~~~~ r GAF Materials Corporation 1361 Alps Road Wayne, N) 07470 (973) 628-4119 mrew@gaf.com Randall Ziegler rziegler@gaf.com Roofing Asphalt Shingles Compliance Method Evaluation Entity Quality Assurance Entity Validated By Evaluation Report from a Product Eval Miami-Dade BCCO - EVL Underwriters Laboratories Inc. Miami-Dade BCCO - VAL APPROVED CITY OF ATLANTIC 6EACH BUILDING OFFICE OCT .12 http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQRuOj... 10/10/2006 ~rs~ Y903 3lt~ Fl®rida Building Code Online Certificate of Independence Referenced Standard and Year (of Standard Standard) ASTM D3462 M-DC PA 107-95 Equivalence of Product Standards Certil=fed By Sections from the Code 1507.3.5 1507.3.7 Product Approval Method Method 2 Option A Date Submitted 09/19/2003 Date Validated 09130/2003 Date Pending FBC Approval 10/07/2003 Date Approved 10/15/2003 Date Revised 07/15/2005 Page 2 of 5 Summary of Products FL # Model, Number or Name Description i 183.1 Country Estates Architectural Laminate_ Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: PTID_i_83 T 0_3021908_ Design Pressure: +/- PTID_183 T 03050205_( Other: PTID 183 T --- --- 50100 Cour 091903.pdf PTID 183 T - -- - 50101 Cour --_ 09190.3. pdf PTID 183 T 50104 Mart PTID 183 T ---- 50105 TImI _091903. pdf PTID_183_T_ 50106 Roy 0919__03. pdf PTID_183 T 50106_Roys 091903.pdf PTID_183 T_ 50150 Timt 1 PTID 183_T _50151Jumb 0919.03.pdf PTID_183_T _50152 SlatE PTID_183_T_ 50155 Grar PTID_183 T 501_56 Grar http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQRuOj ... 10/10/2006 Fl6rida Building Code Online Page 5 of 5 Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 2000-2005 The State of Florida. All rights reserved. Cooyriaht and Discl~ Product Approval Accepts: ~eCh~k ~pr~); ~t'~'.°~" tiap, httn•//finrirlah„ilrlinn nrn/nr/nr ann rltl acnv`)naram-sx~(tFtIX(lurtTlni,t~ncrT-1'a~(Txnu„n; ~ nn n/~nn~ Florida Building Code Online Page 4 of 5 Impact Resistant: f Design Pressure: +/- Other: 183.9 Sentinel 3-tab asphalt j Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.10 Slate{ine Multi-tab Shngle Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.11 Timberline 30 Laminated shingle Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports . Impact Resistant, Design Pressure: +/- Other: 183.12 Timberline Select 40 Laminated Shingle limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.13 _ _~Timberline Ultra Premium Laminated Shinc Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +j- Other: Back Nex~ DCA Administration Department of Community Affairs Florida Building Code Online httn://floridabuildina.or~/pr/pr app dtl.aspx?param=wGEVXQwtDquvosrHazGXQRuOj... 10/10/2006 Florida Building Code Online Page 3 of 5 183.2 Country Mansion Architectural Laminate Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: € Design Pressure: +/- Other: 183.3 Grand Canyon Architectural Laminate Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 0 1$3.4 Grand Sequoia Achitectural Laminate Limits of Use (See Other) Installatiion Instruction Approved for use in HVHZ: Verified Sy: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.5 Grand Slate Architectural Shingle Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.5 Jumbo Royal Sovereign Large 3-tab shingle Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.7 Marquis WeatherMax 3-tab Shingle Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports Impact Resistant: Design Pressure: +/- Other: 183.8 Royal Sovereign 3-tab asphalt shingle Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Evaluation Reports dtl.asnx?naram=wGEVXOwtDauvosrHazGXQRuOj ... 10/10/2006 CITY ®F ATLANTIC BEACH 800 SED~IINOLE ROAD _ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034405 Date 12/08/06 Property Address 391 AHERN ST Application type description ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc replace old devices a/ new interior remodel ---------------------------------------------------------------------------- Owner ------------------------ ATLANTIC BCH CONDO. LLC Contractor ------------------------ TITAN ELECTRIC GROUP, INC. 2730-7 CLYDO ROAD JACKSONVILLE FL 32207 (904) 367-0676 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . Permit Fee 70.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 6/06/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 70.00 Plan Check Total .00 Grand Total 70.00 70.00 .00 .00 .00 .00 .00 70.00 .00 .00 ~1Eg814/~'II' ][5 A]PIl']R.~~+ll- ®Fdg,B' ~I A~~®II$--A10T~]E ~YII7['7[~ A]L]L ~II7CB' ®]F A'II'1LAPd'Il'1[~ 1PlEA~~ ®II~P~RTAlVT~]E5 ~ ~`~ 1F7C.~II8~A ~~1IDL,IIDII1~1~ ~~+-97ES. `r ~4.;r: ./,.;, J - '~~ r '~. i~- ; ~ r `:t 9~~--t; ~ CITY OF ATLAN'T`IC ~3EACI3 EI.ECTISICAL PEIilYIIT AI'I'LICATION Hate: ~ ~, 8 ~ d L Property Address: 3°,~ 1 ~ N ~-~NJ"~'. - ,-_-- `'Owner: ~~ T~®, ~--f~C1~ l~N 1~~R1 N ISM ~~•~.'Telephone #: ~S~i~ -`'l ~, ~r 1 ~o>atra~t®r: ~~~', ~ r~N ~ ~~ c-~e~e. (o~bv~ ~~~c. ~eiep~®ne #: 3~`1- 0~7 ~ Co>mtra~tor Address: ~'~ 3 a -, c L ~ © RU o az #: 3~1- 05``1`'1 Contractor Si store: In consideration of permit given for doing the work as described in th ove stat ent, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof an in accordance with the City of Atlantic Beach ordinance and standards of cod ractice listed therein. Building: ^ New ^ Old ^ Re-wire Building Type: ^ Trailer ~ Residence ^ Temp. ^ Commercial ^ Si s ~ ^ Addition Sq. Ft. Service: ^ ' New ^ ', Increase Repair >f other construction is being done on this building Or site, list the building Permit number: O(o' a003`~1 ~ ~} Conductor Size: AMPS: COPPER AL Switch or Breaker AMPS PH W VOLT RACE WAY Existing Service Size AMPS PFI ~ W ~ VOLT RACE WAY Meter Nuffiber Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Rece tacles CONCEALED OPEN Switches ~ 1 ~J ~,, Incandescent Fluorescent & M.V. Fixed o.l oo Ai~rns ovER BELL A fiances TRANSFER. Air Conditioning kI.P.)tATING COMP. MOTOR H.P. RATING OTHER MOTORS AMPS CEILING HEAT KW-HEAT Motors 0-1 H.P. VOLTAGE PII NO. OVER 1 H.P. PHS ~JNp~R600V 6 OV Transformers NO. ` KVA NO. KVA No.Neon_TranSf. Ea. Si Miscellaneous ~ ~,} !mil ~ t ~ w- ~~ N, 800 Seminole Road • Atlantic Beach, Florid 32233-x445 Phone: (904) 247-5800 • Fas: (904) 247-5845 • htta:// .ci.atlantic-beach.i7.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number Property Address Application type description Property Zoning . Application valuation . ---------------------------- Application desc RE-PIPE/14 FIXTURES ---------------------------- 06-00034499 Date 12/28/06 391 AHERN ST PLUMBING ONLY TO BE UPDATED 0 -------------------------------------- -------------------------------------- Owner Contractor ------------------------ ------------------------ ATLANTIC BCH CONDOS. MOON PLUMBING Q/A: MOON, JOHN R. 1103 PALM CIRCLE ATLANTIC BEACH FL 32233 (904) 249-2758 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc 3 Permit Fee . 133.00 Plan Check Fee .00 Issue Date Valuation 0 Expiration Date 6/26/07 -----------------------------------------------------------------=---------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -------=-- Permit Fee Total Plan Check Total Grand Total 133.00 133.00 .00 .00 .00 .00 .00 .00 133.00 133.00 .00 .00 g~~g~[iq'~ gS ~&'Il3.®~~D ®Y~~ Ill~i ~~~®]~-A,1NG7E ~-YII'II'Y1[ t~d,]L ~]['AB' ®lE' A~7C]L~Pd'71~~ ]~~[~~~ ®IlS-DH1~T~i~IGS ~ `g'am lFJ[.~~A I~~dD][lvi~ ~~A91E5. a rs Iy1J`j~~~i. s -< f,, CITY OF ATLANTIC BEACH J - ~ PLUMBING PERMIT APPLICATION - _. .. it Date: ~'Z,--- ?-~'~- 7,j (v - ~ Property Address• Owner: Telephone #: Contractor: ~ Telephone #: ~ ~°~ 7~ Contractor Address: ~ 3 ~°~ ~~l/ ~.--~,v Fag #: 2 ~' 2..-7~ Contractor Signature: r In consideration of permit given r doing the work as described in the ove statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlanfic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ^ New list the build p 't bef-,,~ ~~ ' -Pipe ~ Number of Fixtures: Bath Tubs Showers ~---- Closets Shower Pans Dishwashers ~ Sinks ~_ Disposals Urinals Floor Drains ~_ Washing Machine ~~..,_~ Lavatory ~ Water _~_ Sewer ~ Water H ea ters ~ / ~ ~ r~~~'~'~ ~* e ~ Sprinkler System Uther e att S sheet see For Backflow and Irrigation rocedures Fees Permit Issuing Fee: $35.00 ~ ~ ~~ X $7.00 +.~r35;@e-- Total Fixtures: . 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us Revised 9/06 CITY OF ATLANTIC BEACH CROSS CONNECTION CONTROL BACKFLOW PREVENTER INSTALLATION REQUIREMENTS INSTALLATION: General installation instructions. 1. All devices larger than 2 inch must be installed on hard metal pipe. The metal piping must include all components up to and including the first upstream and down stream underground elbow joints. 2. Assemblies 2 inches and smaller may be installed on PVC pipe. Schedule 80 pipe must be used near trafficked areas. Support brackets and guard posts are recommended. 3. Device assemblies are to be installed a minimum of 12 inches above flood grade. Measurement is to be made from the lowest point of the device. The maximum height of a horizontally installed assembly is not to exceed 60 inches. No vaulted installations are allowed. 4. Vertical installation of DCAs is permitted on fire risers only and only if approved by USCFCCCHR. 5. All Devices are to be installed in a manner to facilitate testing. All valves must be fully operational. All test cocks must be easily accessible. 6. Freeze protection is required for Fire Suppression System Backflow Preventers and is recommended for all other Backflow Preventer installations. Such protection may not prevent the unit from operating or being tested. All Backflow Preventers must be inspected by a COJB representative prior to application of freeze protection. 7. Thermal expansion must be addressed in situations were a device application may restrict such expansion. 8. AVBs and PVBs must be installed a minimum of 12 inches above the highest outlet served. No valve may exist downstream from these devices. 9. CALL MALCOLM CLEMONS AT 247 5839 PREPARED 1/25/07, 15:54:25 PAYMENTS DUE RECEIPT CITY OF ATLANTIC BEACH .PROGRAM BP820L --------------------------------------------------------------------------- ~i~i~3~~CA'~~0~ i~~MBER : 0 7- 0 0 0 0 0 011 3 91 AHERN S T FEE DESCRIPTION AMOUNT DUE WATER CONNECT/METER ONLY TOTAL DUE 2100.00 2100.00 Please present this receip e cashier with full payment. 0 0~~~ d~1- p s~ ~~ S ~u71~.. r~fri ~~'~ -~ ~~'~ CITY OF ATLANTIC BEACH ~ r ~%Fs '~-~ ~~~ PERMIT CALCULATION SHEET ~~ Ji;IJ~ Date ~~.~-'OCP Permit Number ~~ 3 !Jo~~ Address 3~l -5'~-- Contact Name Phone Heated Square Footage @ $ per sq ft = $ Garage /Shed @ $ per sq ft = $ Carport /Porch @ $ ~ per sq ft = $ Deck ~ @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1 ~~ $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: +'/z Filing Fee $ FLOOD ZONE: ()Fireplaces @ $35.00 $ IIviPERVIOUS SURFACE: ~ ` AB CONSTRUCTION SURCHARGE $ Dn b R~Ip~ CAPITAL IIviPROVEMENT $ ~~5 CITY RADON SURCHARGE $ rp SECTION H IMPACT FEE $ SEWER IIvLPACT FEES $ (~ y( ~,j~ %~Z-I ~~ SEWER TAP FEES $ I r ST CONSTRUCTION SURCHARGE $ STATE RADON SURCHARGE ` $ WATER CONNECT/METER ONLY $ WATER CONNECTiTAP & METER $ WATER CROSS CONNECTION ~ WATER IIv1PACT FEE $ OTHER $ ~ GRAND TOTAL DYJE: $ 200 1/13103 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE: (904) 247-5800 FAX: (904) 247-5805 SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us Date: ~~,, / 4,'~~h ~ ro'~~ ~ ~~,~c Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: 3%4,, l ., Sewer Tap -Labor and materials to tap into sewer main $ Water Tap -Labor and materials to tap into water main $ 525.00 560.00 Water Meter - Cost of Meter $ Cross Connectioninspection - Inspection by Pubiic W~or'xs to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees -Funds future expansion of the sewer plant $ `vVater Impact Fee -Funds fixture expansion of the water plants $ Capital Improvement -Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS $ 885.00 1145.00 If you have any questions concerning these charges, please call the building department at 247-5826. Sincerely, Don C. Ford Building Official You must supply your own backflow preventex. ~:' f i+SJ~1 ff ,~`` ~ ~ ` ' ~, CITY OF ATLANTIC BEACH .mow... ~ ~ PLAN REVIEW SHEET J,3U~ Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 {904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax Routed to: D.Hufstetler S. Doerr PLAN REVIEW Cow ~ a Z, Permit Application # _~~ Property Address -1~ ~tI~~CIV J~ Applicant: Project: P~c~1 n(b~ ~l~.f~ ~ C'ON~t~S This permit application has been: Approved as noted by the 171 ~ - Department. Final application approval mast come from the Building Depart~-ent. ~ Reviewed and the following items need attention: ~./ - Gc~J 'I ~ 3 - ~ .e ~ - ~ - 2/00 Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment r uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bei issued. Reviewed By: ` Date: l Z~~19w Date Contractor Notified: ~ ~? l~~S~~(',/1'~5 J ~-~~~~G :S ~~ J 3 .Lti.i: F 5~~~~ /~ JN ~. rs `~"'''~r~'~~~~ CITY OF ATLANTIC BEACH ,~~ ~`'~ BUILDING PERMIT APPLICATION ~~ r ~' ;~ `~ ~~/ (New or Alteration/Additions /Residential & Commercial) i `-7O1i1>%' Date: November 28, 2006 Job Address:391 Ahern Street, Atlantic Beach, Florida 32233 Owner's Name: Atlantic Beach Condominiums LLC Address: 9857-5 Old St. Augustine Rd., Jacksonville, Florida 32257 Phone: 904.880.4681 Contractor: Extraordinaire Home Improvements, Inc. State License Number: CBC 1253851 Address: 5141 Siesta Del Rio Drive, Jacksonville, Florida 32258 Phone: 904.260.6866 City: Jacksonville State: FL Zip: 32257 Describe proposed use and work to be done: Improving the parking to eliminate onsite parking from interference with City Right of Way, as well as, some tree removal to accommodate this work Present use of land or building(s): Apartment Complex Valuation of proposed construction: Not Yet Bid Is approval of Homeowner's Association or other private entity required? NO If yes, please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of S% or more to the original impervious area.:' ~NO. Applicant certifies that no change in site grade, impervious area. or fill material will be used on this project. ^ YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone # is (904) 249- 5834, Rick Carper, Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAILED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION, PLEASE CONTACT THE PLANNING AND ZONING DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SETS OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHANICAL, ELECTRIC." 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 Fax: (904) 247-5845 htt :Ilww~v.coab.us Page 2 Revised bl06 STEP 2. FOR ROOF ASSEMBLIES, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE AND DESCRIBE THE TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIRED FOR THE SPECIFIC SITE, OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITH THE CONSTRUCTION DOCUMENTS. (FBC SEC. 104.2.1.1.) STEP 3. FLOOR PLANS SHOWING: A. DIMENSIONS OF CORRIDORS, DOORS, ROOMS, ETC B. EGRESS WINDOWS WITH DIMENSIONS OF CLEAR OPENINGS AND GROSS AREA. C. ONE BATH ON 1ST FLOOR MUST MEET CHAPTER 11 F.B.C. , 29" CLEAR DOOR. STEP 4. DETAILS OF ALL STAIRS, HANDRAILS, GUARDRAILS, ETC. STEP 5. DETAILED WALL SECTIONS FOR ALL WALLS. STEP 6. FLORIDA PRODUCT APPROVAL FOR ALL DOORS AND WINDOWS LOCATED IN EXTERIOR WALLS. PRODUCT APPROVAL NEEDS TO SHOW COMPLIANCE WITH A 120 MPH WINDLOAD, INCULDE A FASTENER SCHEDULE WITH INSTALLATION SPECIFICATIONS, INDICATE THE SUSTAINABLE PRESSURE, AND WHETHER OR NOT THE GLASS IS IMPACT RESISTANT. STEP 7. WINDLOADING INFORMATION ON DRAWINGS. THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN ON THE SIGNED AND SEALED CONSTRUCTION DRAWINGS. A. BASIC WIND SPEED, MPH, (M/S) B. WIND IMPORTANCE FACTOR (1) AND BUILDING CATEGORY. C. WIND EXPOSURE C, 120 MPH. D. THE APPLICABLE INTERNAL PRESSURE COEFFICIENT. E. THE DESIGN WIND PRESSURES IN TERMS OF psf (1cN/m-2), TO BE USED FOR THE DESIGN OF EXTERIOR COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL. (FBC SEC. 1606.1.7). STEP 8. ENERGY CALCULATIONS. SITE CONSTRUCTION DRAWINGS 4 SETS OF PLANS STEP 1. NO DRAWINGS WILL BE REVIEWED FOR NEW CONSTRUCTION OR ADDITIONS UNLESS A RAISED SEAL BOUNDARY SURVEY THAT SHOWS CURRENT CONDITIONS IS PROVIDIED WITH EACH SET OF DRAWINGS. STEP 2. SITE PLAN SHOWING: A. SITE MANAGEMENT PLAN B. BUILDING LOCATION, HEIGHTS, AND SETBACKS TO PROPERTY LINES. C. FLOOD ZONE DESIGNATION AND PROPOSED FINISHED FLOOR ELEVATION. D. ANY EASEMENTS ON OR IMMEDIATELY AJACENT TO THE PARCEL. E. PARKINGS SPACES PER CITY CODE SEC. 24-lbl F. SURFACE DESIGN DETAILS OF PARKING AND DRIVEWAY AREAS. G. IMPERVIOUS SURFACE CALCULATIONS. H. PROPOSED HEIGHT FROM GRADE TO HIGHEST POINT OF ROOF, ANTENNA STEEPLE ETC... I. PROVIDE ALL DRAINAGE PLANS. INDICATE STORMWATER RUNOFF WITH ARROWS. J. PROVIDE ALL EROSION AND SEDIMENT CONTROL PLANS. K. ANY OTHER DOCUMENT REQUESTED BY THE BUILDING AND PLANNING DEPT. PUBLIC WORKS AND PUBLIC UTILITIES. FBC 553.79. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 Fax: (904) 247-5845 http://www.coab.us Page 3 Revised 6106 Address and contact information of person to receive all correspondence regarding this application (please print). Name: _Andrew M. Hassan Mailing Address: 9857-5 Old St. Augustine Road Jacksonville, Florida 32257 Telephone: 904.880.4681 Fax: 904.880.1754 E-Mail: ahassan@igdusa.com I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be comp]ied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon t above rmation being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Owner~~-~~~~~ ~ Date: I { ~ ~ l ~~ AS TO OWNER: AS TO CONTRACTOR: Sworn to and subscribed before me this q ~ day of ~LL~~~ , 20 C)~. State of Florida, County of Duval ~~••~ Notary's Signature: ~ ,,~,,,~"~,.. STEPHANIE 0. Bl1lVMti(iIAQ ''~Y P~4~,- Ndery Public - SUM o(Flo~idr ~ personally known ,~~ ~ ~~~ ~a~ ~ ^ Produced identification .'E~aF~``~ Bonded g NirOn~ ~, Type of identification produced Y 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 Fax: (904) 247-5845 http:!lwww.coab.us Page 4 Revised 6(06 - .... ~,C4'-. .,afiyq, . s ..+ne .,•.+aa....w.w *.+4U~rnw+Kn .i:_ ~YtZfl.lf Y~~ *f~ - ~ - +i.~.ivw r,~V: ~. vn~ •w~ CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department Public Works & Public Utilities Departments 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5845 Fax (904)247-5843 Fax PLAN REVIEW COMMENTS p Permit Application # Q (~ ~' r' '~ 3a. I Routed to: ' D.Hufstetler S. Doerr a er aluznia Public Safety ~~ Property Address _~-l~ ~~ S1. Applicant: Project: P~l~[ ~6- ~I~A' ~D/2. , c~ND05 , application has been: Approved as noted by the ~ 7~tv(A~p(I~ Department. Final application approva must come from the Building Department. Reviewed and the following items need attention: Provide impervious surface calculations (ISA). Solid surface pavers are 100 impervious by City Code Sec. 24-17). (Expanded parking and pavers/walkway in rear). If >5o increase in ISA, onsite storage of additional runoff is required. City desires 4' concrete sidewalk (5" thick) at back of curb instead of asphalt. Includes modifying curb at east end of project to fit. /~,~ s~Z C~M1 du', `~'~~-~o ~~ ~ ~~ Please re-submit 2-copies of all revisions. Please re-submit your revisions to the Department, requesting them. Building Dept, Public Works and Utility information at top of page, failure to notify the correct department may delay your permit from bein issued. _ Reviewed By: Date: / Nov ~ s Laos Date Contractor Notified: !~ N pU ~ rnr P~„~s~ sY: ~~ rr ~ ~. CITY OF ATLANTIC BEACH ,, _~ BUILDING /ZONING DEPARTMENT f~ 800 Seminole Road ~,v Atlantic Beach, Florida 32233 `,J;t~;. (904) 247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM Property Address: ~ ")`'l ~ (~{,~r~ ~~~~~T' Applicant: .~ ~-s- ~_~r Q "~"l /'? ~ ~ ~ ~. Project: ~n ~ / ~ l ~,~ ~/JLC f~.: (~ PERMIT APPLICATION # ~~ ~ ~ ~ ~~ R UIRED DEPT: N PLANNING C7 Z N ill~DtPVG Y PUBLIC WORKS ~ Y PUBLIC UTILITIES Y FIRE DEPT. Y N PUBLIC SAFETY APPROVAL ~ REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: ~ Y N E P D HUFSTETLER . . 0 ~ Y N S.J.R.W.M.D. CARPER Y N ARMY CORPS of ENG CARPER Y N HOTELS 8 RESAURANTS HUESTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: DATE: 1ST REV PLANNING BUILDING ~ ~ 2ND REV PUBLIC WORKS PUBLIC UTILITIES FIRE DEPT. 3RD REV PUBLIC SAFETY -"- Return this form to the Building Department once you have entered your comments into the AS400. ._ ~ l8' J ~1 "' 7 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233` Office: (904)247-5826 •. Fax: (904) 247-5845 Job Address: ~ 1 i ~t~ Iii, ~~ . `C i~t•I' t' ~ C_ tG Legal Description Permit Number: _~~ ~ " ~ ~~ ~'`+ Valuation of Work (Replacement Cost) $ ~O}Q~34 , 0(~ ^ Class of Work ((Circle one): New ~~~ Alteration Repair Mo ^ Use of existing/proposed structurei`s) C><rc a ones: Commercial ^ If an existing structure, is a fire sp~er system installed? (Circle one - Yes o N /A ^ Is approval of homeowner's assoc><ation or other private entriy req ? (Circle oae : Yes Describe in detail the type of work to be performed and Total Square Footage of construction: Prouerty Owner Informat%n City Contractor Information: .s ~..~....'~,.~ Address: R$51-~ ©~d S~ State Zip 3aa5 Phone opt- ~c~- r Name of Company: ~~D ~~ ~- xG • Qualifyin Agent: ~r~ ~. SSGt ~, Address: 8 ~- S . u5, City ~ e ; ~ State F L, Zip 3 aa5 `~ Office Phone ~('t{-l~-~tCo81 Jab Site/Contact Number `(~- a~,G-y x!'77 State CertificationlRegistration # Gl3C ta5~t93 Office Fax # aa~t-$~t-1~p$ Architect Name & Phone # 1 UlA _ Engineer's Name 8c Phone # ~, j/4 - - Application is hereby made to obtain apermit to do the work and installations as indicated I certify that no work or installation has commenced prior to the >wssuance o{{a permit and that all work will be ornted to meet the standards of all laws regulating construction :n this jurisdiction.. 7`his permit becomes mrll and void i work is not commenced within six (6~ months, or i construction or work is suspended or abandoned for a period of six ((6J months at time der work rs comme I understand that separate permits must be secured for Electrical NrorJfsy Plr~mblrtg, Sfgrrs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, eta WARDING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IIVIl'ROVF~IV~NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDERtOR AN ATTORNEY BEFORE RECORDING YOUR. NOTICE OF CO~~IlViENCEMENT. r hereby certify that I have read and laws and ordinances governing this permit does not presume to give al regulating construction or theperf~ Sig~ture of Praper[y Sw to and sot ttws~~' +Day of Notary Public: REVISED 07/26 'd this application and know the same to be true and correct. All provisions of work will be complied with whether specked herein o not. The granting o ffa to violate or cancel the provisions of any other f ral, state, or local Iaw of construction. ~ ;~- Signature of Contractor. Swo end sub befo this G~~!~ TJay °f I , ' ~~ ~ ; K. CUNNINGNAM .htotary Public - Stake ~ Fladds ,.,...~N. ~ ; ~p`'"~'` ' ~ Fbtida • Notuy Public - e~ C.ortM1N~iWt Expires Feb 28, 2010 , Notary Pub ~ ~ F~t28.201t • ~ E;araniss~ C;omn~ssion # DD 523638 Bo~~ded By National Notary Assn. `'~ ..m•` - By Na6aiai Notary Asan• ~, j .r_r! t ~ ',.' ~1 ~'"? .~ ~-~ `~- ~'~ ~ ~ ._ '~ . ~~ t~') ~~ c~ V i ~"~ ~~ ~~ ~ :`7`, '~:'`r 1~ t / '~ r q ~ t ~ ~ E f5p I i ,r ~'' ~ 6 ' ~ (((~ v i~ t ~d C"~? iT~J ..... ~` 1 ~ ~ ` t j ~ i s .,,,~ ~ i ~ t =~ ,y ~ ~ ~~ 3 t ~~ ~ a I t i Y ~ 3 ~ I i 4'~,` ,,~-...-- . ~ 2 "...~...~- ~_ F ~~ _ CITY OF ATLANTIC BEACH ~'f ~ ~` BUILDING f ZONING DEPARTMENT ~' 800 Seminole Road ~ ~% Atlantic Beach, Florida 32233 __ -_~' ~~) 247-5800 (904)247-5845 Fax www.coab.us APPLICATION TRACKING FORM Property Address: ~.,°~ t ~ t~.~li,~~~~~ ~`~ Applicant: ~ j'j Protect: ~r1. ~~ C ~~ `7;~~' ..1C.~-- PERMIT APPLICATION # ~~ ^ ~ ~~~ R UIRED DEPT: N PLANNING ~ Z N BUILDING I"' Y PUBLIC WORKS ~ Y PUBLIC UTILITfES Y FIRE DEPT. Y N PUBLIC SAFETY APPROVAL ~ REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE: w U Y N D.E.P IiUFSTETIER o ~ Y N S.J.R.W.M.D. GARPER ~ Y N ARMY CORPS of ENG CARPER Y N HOTELS & RISAURANTS HUFSTETLER APPLICATION STATUS CIRCLE ONE: SITE BUILDING DA AP INITIAL: DATE: ^ ^ 1ST REV ^ ^ PLANNING . BUILDING ^ ^ 2ND REV ^ ^ PUBLIC WORKS PUBLIC UTILfTIES FIRE DEPT. ^ ^ 3RD REV ^ ^ PUBLIC SAFETY Return this form to the Building Department once yon have entered your comments into the AS40t1. j ,;•1 r~J7j ~. JS si r f Vr ~ :) BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach FL 32233 Office: (904)247-5826 Fax: (904} 247-5845 Job Address: Legal Description q ` ~_ ` I .~ I I ~~~ 1~1, S~ • ~ A~ W~-t~C ~~~ ~ ~~ Permit Number: ~~ ' ~ b~ Valuation of Work (Replacement Cost) $ 1O~0~b , ~ ^ Class of Work ((Circle one): New dit' Alteration Repair Mo ^ Use of existinglproposed structure(s) (-Circle one): Commercial ' ^ If an existing structure, is a fire sprinkler system installed? (Circle one): Yes o N /A ^ Is approval of homeowner's association or other private entity required? (Circle one : Yes Describe in detail the type of work to be performed and Total Square Footage of construction: t ( ` ff rr t `trJO ~~ ~`raw~t°Q ~ck5 i rl. S (df'_ U~S , i O~~ SQartL ~ool-~a 2 M.ot ~ exce 3 rJ© ~o~t Prouerty Owner Information Name: t~tlari~ City gcl~s Contractor Information: s L,~-.C- Address:~5 State Zip 3aa5 Phone ~-. Name of Company: TAD Go+a~c~'- nG • Qualifyin Agent: A~ ~• ssa v~ Address: 8 -7- Sf• us City . ~c~o ~, u ~ ~l a State F C~ Zip 3 ~a5 7 Office Phone ~0~{-8~0-VGB~ Job SitefContaet Number `ivq-a~.G-y ~I'77 State Certification/Registration # CQC lasbt93 Office Fax # gor{-g61- IgpB Architect Name & Phone # _Il~/A Engineer's Name & Phone # ~ f /I` Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be erformed to meet the standards ofall laws regulating construction to thisjurisdiction. This permit becomes null and void ifwork is not commenced within six (6) months, or tf construction or work rs suspended or abandoned for a period of six (t5) months at arry time after work rs commenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heaters, Tanks and Air Conditioners, etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. thereby certr~, that I have read and examined this application and know the same to be true and correct. All provisians of laws and ordinances governing this typpe of work wr'11 be complied with whether specified herein o not. The granting o~'a permit does not presume to give authorrty to violate or cancel the provisions of any other f ral, state, or loca Rw regulating construction or the„perfq~mance of construction. n ~ ~ Signature of Property Own A A ~ Signature of Contractor: lN~ 1U l fSf ~---~ Swo to and subs 'b d bef a th'~n Day of ,~~~ ~ 1~ Swo d subs d before of thi ~~a ~ ^'~"' ; 5 ~~~ y s ~ J ~..~~Y P ~, K. CUNNINGNAM ~e~~ `~,~ YN~/~~~ ,~' K: Nogry PubNc - of Pbdda : ~orary PubNc -Stale of FtorlAa ~ ' ' ~r Corranissan Fab ~' 201t Notary Public: ~ ~;~~ E Feb 28, 2010 Notary Publ ~~~ ConNMssion ~ DD 523638 '' , ~; ~`~,• Boy dad B National Nota A n ~' n ~••• By National Notary Assn. f y ry ss . t REVISED 0 AIAN.'tN NNt1-i+~i~ ,..,,, Wnda h, ~ v '~ ~1 awrh~ ~xkau y':. OtO~; ~S ~> + y!ragx i ~a,na"P+nc w ° YM- S" 'R~ `if .~' ,' iNhS AS } r~,!y. , r~,~ ' stP.V+ {~ Oi? ' V +y~.,` ~~ e~ ~ ~ , ;'~'~~~ ~, ~ ~'` ~" ~~ <~~&,~fi~ ~~~~ 1 -~_ a~-o ff ._.,~`` ~`.a r ~~ ._ f "MS f ~~ ~ ~.,~ DESIGN REVIEW COMMENTS CITY OF ATLAN PU B C WoRKs DEPARTMENT O Atlantic Beach, Florida Project Segment: Stormwater Design Phase: Plans dated 1I4-07 Hill, P E Designer: H8~T Consultants, Stanley ghee COMMENT NO. ITEM used on-site storage area C-2 ~ Location and depth of prop conflicts with numerous trees doe Tee Permit mg by Plan (see sheet C-1) and app rovide C 2 2 5' sidewalk should be located at bac edestrians and to room between Parked cars and p conform with sidewalk being constructed at Via Mare to the east. F:1Public WorkslPian Review\City Review CommentslCityReviewcommenis_391Ahern.doc Page 1 ~rvn.a.- . _ - DESIGN CONSULTANT Date Returned: 1112107 Date of Issuance: er, P E Reviewer: Rick Carp - ACTION ON PLANS ACTIONIRESOLUTION ~~ 6~ vim;; ~ l ~, ~~~j Comp. By: H&T Consultant Date: 1 /22/07 ,... ~~ Public Works Department City of Atlantic Beach Permit No: 06-34329 Address: 391 Ahern St Required S1;oragP Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopmentuolume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeveloi2ment Runoff Volume: Lot Area (A) = 8,407 ftZ Runoff Coefficient Area Lot Area Description (ft2) (ftZ) "C" Wtd "C" Impervious 4,528 8,407 1.00 0.54 Pervious 3,879 8,407 0.20 0.09 Runoff Coefficient (C) = 0.63 Runoff Volume V = 0.63 x 8,407 x 9.3 V = 4,110 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 8,407 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ftZ) "C" Wtd "C" Impervious 5,600 8,407 1.00 0.67 Pervious 2,807 8,407 0.20 0.07 r Runoff Coefficient (C) = 0.73 Runoff Volume V = 0.73 x 8,407 x 9.3 / V = 4,775 ft3 Rewired Storag DV = e Volume Postdevelopme nt Runoff Volume - Predevelopment Runoff Volume DV = 4,775 - 4,110 DV = 665 ft3 12 12 Retention Copy of Stormwater Calcs_AB-onslte Retention.xls 1/22/2007 Comp. By: H&T Consultant Date: - 1/22/07 Public Works Department City of Atlantic,Beach Permit No: 06-34329 Address: 391 Ahern St ided Storaae: o P r v west Swale Elevation Area Storage (ft) (ft2) (ft3) g,5 180 0 BOTTOM . ' 10.5 692 436 TOB Required Treatment Volume = 665 ft3 Supplied Treatment Volume = 436 ft3 East Swale Elevation Area Storage ` (ft) ~~~ ft3) 10.0 199 0 BOTTOM 11.0 620 410 TOB Supplied Treatment Volume = 410 ft' Total: supplied both Swale = 848 ft3 Required Treatment Volume = ~ 665 Retention Copy of Stormwater Calcs AB-onslte Retention.~s 1/22/2007 y Comp. By: H&T Consultant Date: 12/27/06 Public Works Department City of Atlantic Beach Permit No: 06-34329 Address: 391 Ahern 5t R~c(uired Storage Volume ri ria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and postdevelopmentvolume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume• Lot Area (A) = 8,407 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 4,528 8,407 1.00 0.54 Pervious 3,879 8,407 0.20 0.09 Runoff Coefficient (C) = 0.63 Runoff Volume V = 0.63 x 8,407 x 9.3 I 12 _V = 4,110... _ft3 - Postdevelo~ment Runoff Volume• Lot Area (A) = 8,407 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 5,600 8,407 1.00 0.67 Pervious 2,807 8,407 0.20 0.07 Runoff Coefficient (C) = 0.73 Runoff Volume V = 0.73 x 8,407 x 9.3 / 12 V = 4,775 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV = 4,775 - 4,110 DV = 665 ft3 Retention Copy of Stormwater Ca1cs_AB-onsite Reten'i+oi Comp. By: H&T Consultant Date: 12/27/06 Public Works Department City of Atlantic Beach Permit No: 06-34329 Address: 391 Ahern St Provided Storaae: Elevation Area Storage (ft) (ft2} (ft3) 8.5 215 0 BOTTOM 9.5 400 308 10.5 630 823 TOB Required Treatment Volume = Supplied Treatment Volume = 665 ft3 823 ft3 Retention Copy of Starmwater Calcs_AB-onsite Retention 12/27/2006 Comp. By: H&T Consultant Date: 12/27/06 Public Works Department City of Atlantic Beach Permit No: 06-34329 Address: 391 Ahern St wired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre- and Postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V = CAR/12 Where: V =Volume of Runoff C =Coefficient of Runoff A =Area of lot in square feet R= 25-yr / 24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelogment Runoff Volume: Lot Area (A) = 8,407 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 4,528 8,407 1.00 0.54 Pervious 3,879 8,407 0.20 0.09 Runoff Coefficient (C) = 0.63 Runoff Volume V = 0.63 x 8,407 x 9.3 / 12 _ V = _.4,1.10... ' .ft3.. _ __ Postdevelopment Runoff Volume• Lot Area (A) = 8,407 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 5,600 8,407 1.00 0.67 Pervious 2,807 8,407 0.20 0.07 Runoff Coefficient (C) = 0.73 Runoff Volume V = 0.73 x 8,407 x 9.3 V = 4,775 ft3 Required Storag e Volume DV = Postdevelopm ent Runoff Volume - Predevelopment Runoff Volume DV = 4,775 - 4,110 DV = 665 ft3 Retention Copy of Stormwater Calcs_AB-onsite Retention 12 t ~;1 Comp. By: H&T Consultant Date: 12/27/06 Public Works Department City of Atlantic Beach Permit No: 06-34329 Address: 391 Ahern St Provided Storage: Elevation Area Storage eft) ~ft2) ft3) 8.5 215 0 9.5 400 308 10.5 630 823 Required Treatment Volume = Supplied Treatment Volume = BOTTOM TOB 665 ft3 823 ft3 Retention Copy of Stormwater Calcs_AB-onsite Retention 12127/2006 `'~r ~~ CITY OF ATLANTIC BEACH w ~ BUILDING PERMIT APPLICATION ''' ~r (New or Alteration/Additions /Residential & Commercial) .: ~ ~ ~;~ Date: November 28, 2006 Job Address:391 Ahern Street, Atlantic Beach, Florida 32233 Owner's Name: Atlantic Beach Condominiums LLC Address: ,9857-5 Old St. Augustine Rd., Jacksonville, Florida 32257 Phone: 904.880.4681 Contractor: Extraordinaire Home Improvements, Ina State License Number: CBC 1253851 Address: 5141 Siesta Del Rio Drive, Jacksonville, Florida 32258 Phone: 904.260.6866 City: Jacksonville State: FL Zip: 32257 Describe proposed use and work to be done: Improving the parking to eliminate onsite parking from interference with City Right of Way, as well as, some tree removal to accommodate this work Present use of land or building(s): Apartment Complex Valuation of proposed construction: Not Yet Bid Is approval of Homeowner's Association or other private entity required? NO ff yes, please submit with this Application. Will this project involve changes in elevation, site grade or any use of fill material, addition of 5% or more to the original impervious area? ~NO. Applicant certifies that no change in site grade, impervious area or fill material will be used on this project. ^ YES. Approval of the Public Works Department is required prior to issuance of a Building Permit. The Public Works Department is located at 1200 Sandpiper Lane, AB, Telephone # is (904) 249- 5834, Rick Carper, Director. PROCEDURE: IN ORDER TO EXPEDITE ISSUANCE OF PERMITS, IT IS RECOMMENDED THAT THE ARCHITECT OR CONTRACTOR OF RECORD COMPLETE THIS CHECKLIST, AS IT IS DETAII.,ED AND TECHNICAL, AS WELL AS CONTAINS LANGUAGE SPECIFIC TO ADOPTED CODES. AN INCOMPLETE APPLICATION AND OMISSION OF INFORMATION WILL CAUSE A DELAY IN THE ISSUANCE OF PERMITS. VERIFY ZONING DESIGNATION AND PROPER SETBACKS FOR THE PROPOSED CONSTRUCTION. IF YOU ARE UNSURE OF THIS INFORMATION, PLEASE CONTACT TAE PLANNING AND ZONWG DEPARTMENT AT 904-247-5826. BUILDING CONSTRUCTION PLANS 4 SET5 OF PLANS STEP 1. PROVIDE STATEMENT OF COMPLIANCE ON ALL PLANS TO READ SUBSTANTIALLY AS FOLLOWS: "THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THE FOLLOWING: 2004 EDITION FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHANICAL, ELECTRIC." Page 2 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 • Fax: (904) 247-5845 • htto://www.coab.us Revised W06 STEP 2. FOR ROOF ASSEMBLIES, THE CONSTRUCTION DOCUMENTS SHALL ILLUSTRATE AND DESCRIBE THE TYPE OF ROOFING SYSTEM, MATERIALS, FASTENING REQUIREMENTS, FLASHING REQUIREMENTS AND WIND RESISTANCE RATING THAT ARE REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND CRITERIA REQUIItED FOR THE SPECIFIC SITE, OR A STATEMENT BY AN ARCHITECT OR ENGINEER FOR THE SPECIFIC SITE MUST BE SUBMITTED WITIi THE CONSTRUCTION DOCUMENTS. (FBC SEC. 104.2.1.1.) STEP 3. FLOOR PLANS SHOWING: A. DIltiIENSIONS OF CORRIDORS, DOORS, ROOMS, ETC B. EGRESS WINDOWS WITH DIMENSIONS OF CLEAR OPENINGS AND GROSS AREA. C. ONE BATH ON 1~ FLOOR MUST MEET CHAPTER 11 F.B.C. , 29" CLEAR DOOR STEP 4. DETAILS OF ALL STAIRS, HANDRAILS, GUARDRAILS, ETC. STEP 5. DETAILED WALL SECTIONS FOR ALL WALLS. STEP 6. FLORIDA PRODUCT APPROVAL FOR ALL DOORS AND WINDOWS LOCATED IN EXTERIOR WALLS. PRODUCT APPROVAL NEEDS TO SHOW COMPLIANCE WITH A 120 MPH WINDLOAD, INCULDE A FASTENER SCHEDULE WITH INSTALLATION SPECIFICATIONS, INDICATE THE SUSTAINABLE PRESSURE, AND WHETHER OR NOT THE GLASS IS IMPACT RESISTANT. STEP 7. WINDLOADING INFORMATION ON DRAWINGS. THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN ON THE SIGNED AND SEALED CONSTRUCTION DRAWINGS. A. BASIC WIND SPEED, MPH, (M/S) B. WIND IMPORTANCE FACTOR (i) AND BUILDING CATEGORY. C. WIND EXPOSURE C, 120 MPH. D. THE APPLICABLE INTERNAL PRESSURE COEFFICIENT. E. THE DESIGN WIND PRESSURES IN TERMS OF paf (kN/m-2), TO BE USED FOR THE DESIGN OF EXTERIOR COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL. (FBC SEC. 1606.1.7). STEP 8. ENERGY CALCULATIONS. SITE CONSTRUCTIQN DRAWINGS 4 SETS OF PLANS STEP 1. NO DRAWINGS WILL BE REVIEWED FOR NEW CONSTRUCTION OR ADDITIONS UNLESS A RAISED SEAL BOUNDARY SURVEY THAT SHOWS C'CTRRF.NT CONDITIONS IS PROVIDIED WITH EACH SET OF DRAWINGS. STEP 2. SITE PLAN SHOWING: A. SITE MANAGEMENT PLAN B. BUILDING LOCATION, HEIGHTS, AND SETBACKS TO PROPERTY LINES. C. FLOOD ZONE DESIGNATION AND PROPOSED FINISHED FLOOR ELEVATION. D. ANY EASEMENTS ON OR II4IMEDIATELY AJACENT TO THE PARCEL. E. PARKINGS SPACES PER CITY CODE SEC. 24-161 F. SURFACE DESIGN DETAIIS OF PARKING AND DRIVEWAY AREAS. G. Il-~IPERVIOUS SURFACE CALCULATIONS. H. PROPOSED HEIGHT FROM GRADE TO ffiGHEST POINT OF ROOF, ANTENNA STEEPLE ETC... I. PROVIDE ALL DRAINAGE PLANS. INDICATE STORMWATER RUNOFF WITH ARROWS. J. PROVIDE ALL EROSION AND SEDIMENT CONTROL PLANS. K ANY OTHER DOCUMENT REQUESTED BY THE BUII.DING AND PLANNING DEPT. PUBLIC WORKS AND PUBLIC UTILITIES. FBC 553.79. 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 • Faz: (904) 247-5845 http://www.cQab.us Page 3 Revised b/Ob Address and contact information of person to receive all correspondence regarding this application (please print). Name: Andrew M. Hassan Mailing Address: 9857-5 Old St. Augustine Road Jacksonville, Florida 32257 Telephone: 904.880.4681 Fax: 904.880.1754 E-Mail: ahassan@igdusa.com I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the governing of construction or the performance of construction of the property. 1 understand that the issuance of this permit is contingent upon above rmarion being true and con-ect and that the plans and supporting data have been or shall be provided as required. ~~ Signature AS TO OWNER: AS TO CONTRACTOR: Date: ~ 1- ~ ! ~~ Sworn to and subscribed before me this ~ 9 ~ day of ~~(V~~bC'~ , 20 C~~. State of Florida, County of Duvat ~~"r P' 4,~~ STEPHANIE 0. BUMANGLAG b: Notary PubNc • SI~e d Florlde • ~r Cortn~sion ExpiresAtg tli, 2009 =:'s, Conrdaaion f D~62S91 ' ~F ~~~~`N Bonded Bq Na9on~ Noiegt Aaan. ' c-- Notary's Signature: ~ ~ ~" - - ._ Persortally known Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5826 • Fax: (904) 247-5845 httaJ/www.coab.us Page 4 ~ ~~ CITY OF ATLANTIC BEACH 8Q0 SEA~IINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034183 Date 11/29/06 Property Address 391 AHERN ST Application type description TREE PERMIT Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc TREE REMOVAL 391-397 AHERN ST ---------------------------------------------------------------------------- Owner EL HASSAN 9857-5 ST AUGUSTINE RD JACKSONVILLE FL 32257 Contractor ------------------------ OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit TREE PERMIT Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 10/27/06 Valuation 0 Expiration Date 4/26/07 ---------------------------------------------------------------------------- _ Special Notes and Comments APPROVE TO REMOVE 1-24" OAK AND 88" OF PALM LOCATED ON THE EXTERIOR ZONE. WILL MITIGATE 12 OF OAK AND 44" OF PALM. WILL PROTECT 2-8" LIVE OAKS AND 1-17" LIVE OAK TO MEET THE OAK MITIGATION AND TO PROTECT 1-9" PALM, 1-11" PALM AND PLANT 24" OF ADDITIONAL PALM TO MEET THE PALM MITIGATION. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total Plan Check Total Grand Total .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE V67T'H ALL CTTY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA Bi3II,DING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U PAN C Y P E R MAN E N T Issue Date Parcel Number . Property Address Subdivision Name Legal Description . Property Zoning . Owner Contractor 5/04/07 169727-0000- - 391 AHERN ST ATLANTIC BEACH FL 32233 TO BE UPDATED ATL BECH CONDOS LLC EXTRAORDINAIRE HOME IMP INC, 904 260-6866 Application number 06-00034079 000 000 Description of Work RESIDENTIAL ADD/RENOVATE/ALTER Construction type . Occupancy type Flood Zone ~,, _ n !~ Approved Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 INSPECTION EMAIL REQUEST: Building-dept~,coab.us Application Number 07-00000211 Date 2/28/07 Property Address 391 AHERN ST Application type description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 ---------------------------------------------------------------------------- Application desc irrigation meter ---------------------------------------------------------------------------- Owner ------------------------ ATLANTIC BEACH CONDOS INC ATLANTIC BEACH FL 32233 Contractor OWNER ATLANTIC BEACH FL 32233 ----------------------- Permit -------------------------------- PLUMBING PERMIT -------- ------------- Additional desc . Permit Fee .00 Plan Check Fee .00 Issue Date 2/28/07 Valuation 0 Expiration Date 8/27/07 ----------------------- Other Fees ------------- ------------------- CAPITAL IMPROVEMENT -------- ------------- 325.00 WATER CONNECT/TAP & METER 525.00 WATER CROSS CONNECT ION 35.00 ----------------------- Fee summary ----------------- ------------- Charged ---------- -------------------------- Paid Credited ---------- ---------- -- -------------- Due -------- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 885.00 885.00 .00 .00 Grand Total 885.00 885.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORH)A BUILDING CODES. ~= Graham Shirley From: Kaluzniak, Donna Sent: Wednesday, February 28, 2007 1:28 PM To: Graham Shirley Subject: RE: 391 Ahern Shirley, yes - I don't see anything in the system saying they paid it -Donna From: Graham Shirley Sent: Wednesday, February 28, 2007 1:15 PM To: Kdluzniak, Donna Subject: RE: 391 Ahern Importance: High Donna, I still have a bill for them to relocate 4 meters 2100.00 do they still owe this? From: Kaluzniak, Donna Sent: Wednesday, February 28, 2007 12:44 PM To: Graham Shirley; McKay Cathleen Cc: Matthews, Carlene; Walker, Chris Subject: 391 Ahern Shirley, Andy Hassan of Atlantic Beach Condos called and wants an irrigation meter for the condominiums he is building. (He wants the meter at 391 Ahern, and it will be billed to them right now, but will transfer to the condo association later.) The price for the 3/4" irrigation meter is $525 meter & tap + $325 capital imp. + $35 for the cross connection fee = $885 total. His irrigation guy will be coming this week, so he may want to get his irrigation permit. Chris, he asked that the meter be installed this week if possible -thanks, Donna CITY OF ATLANTIC BEACH 800 SENIINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00034079 Date 11/28/06 Property Address 391 AHERN ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation ----------------------------------- 15400 ----------------------------------------- Application desc interior remodel ------------------------ ----------- ----------------------------------------- Owner Contractor ------------ ------------------- ATL BECH CONDOS LLC ----- ------------ EXTRAORDINAIRE HOME IMP INC. 5141 SIESTA DEL RIO DR. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32258 (904) 260-6866 ----------------------- ------------------------ Permit ----------- BUILDING ------------------ PERMIT Additional desc . Permit Fee 110.00 Plan Check Fee 55.00 Issue Date Valuation 15400 Expiration Date . 5/27/07 -------------- - ------------------------ Fee summary ----------- Charged ---------- - ------------------------- Paid Credited Due ---------- ---------- ---------- ----------------- Permit Fee Total 110.00 110.00 .00 .00 Plan Check Total 55.00 55.00 .00 .00 Grand Total 165.00 165.00 .00 .00 PERMIT I5 APPROVED ONLY IN ACCORDANCE ~VITII ALL CITY OF ATLANTIC BEACI3 ORDINANCES AND TIIE FLORIDA BUILDING CODE5. -y t~ls`1,i-~ ,~ r ~" A ~~~~, CITY OF ATLANTIC BEACH '~ ' PLAN REVIEW SHEET »~ Building Department Public Works & Public Utilities Departments ~" JFi~ ~f 800 Seminole Road 1200 Sandpiper Lane Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 (904)247-5800 (904)247-5834 (904)247-5843 Fax (904}247-5843 Fax This permit application has been: Approved as noted by the ~~_ Department. Final application approval mast come from the Building Department. 1~ (`~ ~ Reviewed and the following items need attention: A!~ ~~ tv.,:.1~ m ,fir ccr,n, '' ~ ti~ ~~~~ t~x:s i 2 ~~ J l% PLAN REVIEW COI~ZMENTS Permit Application # D lp - ,~ 5ID ~ 9 Property Address ~9/ ~L ~~ -- Applicant: ~A ~i ~ ~ .J f1 ~a..- ~7 ~N ~ ~XT ~A D O~i `~ Q ~ ~° ~ Project: f'77 7-~ie ~ 8~;,, ~Er~ o G~~ L !.v r.i prcl r d- l~Oodc.' ` ~~G, S7f}T~ 1T, j~r.~S ~ C o s L 2 3/~ Asp 7~o s /off, ~RC F~¢~L7 Gl~c, ui L!1 .~~ v~ m ~G Zr>oo - o . jZ B A Please re-submit 2-copies of all revisions. Please re-submit your revisions to the De artment re uestin them. Building Dept, Public Works and Utility information at top of page, failure to notify the corre department may delay your permit from bein issued. Reviewed By: Date: ~ f /_~~ O (~ Date Contractor Notified: ~ /~ : ~ +~ S. Doerr R. Carper D. Kaluzniak Public Safety 3.g~rv ~,~ v15R °~!r~' y v .y .. . "s ~M"' '°~""` -r Sr~~v~:~yA fJ. ~~JI o, , ~,. CITY OF ATLANTIC BEACI-I BUILDING PERMIT APPLICATI®~T (Interior Remottet) Bate: Job Address: ~~ ~ ~ as ~~ ~-~~' .~ Owner afProperty: A ~av1~tC ~~ac~1~~~vLtrr1 rc,tc~fS , ~-~- Address: g~~?- ~ ~~~ s~Lt ~ ~ . ~3~x . F(„ 3 ~,~ ~~ Telephone: ~`{-{" ~7s~'~_ ~~~ ~,..._. ~__~~ Legal L7escripiion: flock Ntrrr>Fber: ~ Lot Number: ~~ Zoning District: P Contractor: ~'"~~ i ~~~,~~ ~ ~ 1'I r „~ State License Number: C( I ~~h ~ ~5~ Contracto*'s Addttre'~ss: ~ ~ y ~ 5~~~~~ ~~ ! ~ ~(°~ ~f i ~`~ . ~4' )C.~ F~- ~ ~ ~ ~ 1~ Telephone: ~'t '" `l UJ' " ~a 1.~ ~ )=ax: ' Describe proposed Valuation of proposed construction: ~ ~ ~ 3 tJ~ ~ ,' y~~ New electrical or increase in service? ~t?r~ttG.~ (~lc~ ~i'JC'tcti Add plumbing fixtures`? ~C'p ~t c~' ~~~ C~ Add freptace? ~~~, Add heating/air conditioning? ~`~..r___~'~r~d Is al:proval of Homeowner's Association ar other private entity required? !V~ If yes, please submit with ibis app3 ication. Procedure: in order to expedite issuance of permtits, please follow all steps anti arovide afl information as aonronriate. incomplete applications may resalt in delay is issuasice of permit. Prase submit Building Permit Application, Energy Code Forms, Notice of Cornmeneement, Owner/Contractor A33idavit if owner is ec~niractor, azrd two (2i complete sets oC construction plans to the Building Department, which is located at tine Attamtic Brach City 13a11, $04 Seminole lLa;sd, Atlantic t3tach, FL 32233 Telephone: (904) 247-582fi to addition to construction and engineering detail, plans must contsir. the following infotintuion as appropriate fo- the type of work Using performed. Scale of drawings should 6e sutTicient to depict alt required information in a clear and legible manner. 800 Seminole Y2oad - Atianti~ ileacl,, Florida 32233-~~5 Telephone: (9qd) 247-580t> -Fax: (904) 247-3845 - bttp:Uwww.ci.atlantic-beach.iLus Pale 2 Revised iro.t Present use of land or huilding{s}:_ Q '/'t'Lvt.P_.>'r'l,~S '~QV" ~Q.S~ I heretsy ceertifi- ;hat all informatior. ~ ~ is app t n is cotreei. i ~j Signature of Property Owner ~ t?atc: Iv-I ~-O~ t hereby certifl~ that I have read and exa:ttined this application and know the same tcA he true and correct. All provisions of the laws and ordinances governing this type of work will be ebmptied with, whtither specified herein or not The ~or:tiitg of a p4rnii doe; not presume io give authority to violaic er cancel the provisions of any federal, slate or local rules, r<:gulatians or:;i:tances, or laws in any manner, including the governing of construction or the performance o£ c struction of the property. I understand that the issuance of this permit is contingent upon the above information being true gncteop~ct t`~ila~ts andp~portir~ala have been or shall be provided as required. Signature ofConttactor: ~_ I~a~: / `~` ~/ /.^- Address and contact information of person to receive ail correspondence regarding this application (please print). Name: ~'i>r.lY~pW ! ~~ t-r~. h7ailing Address: "tg~?'~~. Telephone: ~~~~~~'®'~~rog ~ ' AS TO OWNER: Sworn to and subscnibed before me this ,`~ az•, F~ 3 a /75'-! 1r-Main: Q Gtass~a N day oC ~~ ?a 0 ~ . State of r lorida, Cvun of Duval „~,,,,.,, STEPHANIE 0. BUMANGLAG ~ .:~~~Y PUe`~ ~ tJotery Ptit>wc - Stale d Fbtida Notary's Signature: ~tAy Cartrniaaion EttpNsa Alts 16, 20Q9 %~• ~• Cpntn~fottl{Op+62511 ~ Personallyknowtt "'%,?,°~ 1~ ~{'~ `` Bonded By National Mgt, Produced 'tdeatiGeation Type of identification produced AS Tt3 CONTRACTOR: , ~r- Sworn to and subscribed before me this ----4-I-- day of ~Ct.~ C~~.Y . 20 btO State of Florida, County of Duval ~- ,,,, ~~ P,,,, STEPHANIE D.11lIMI1NCiLAG 'o " ~e~%%'- Notary PtthNc - State d Flakla ~? Y { n. • ` ~ • Ohl Cotttrnis~btt EttgiretAup 18, 200® ' r `~;~ Cornrrtisaion ~ D0/a2511 ','" ~Ew in~, , BOndld ~ NatlortM Aaan. Notary's Signature: ~' Personally lrnowtt Produced identification Type of identification produced 800 Seminole Road • Atlantic Beach, Ftottida 322:33-5445 Telephone: (904) ?A7-580tF • Fax: (904} 24?-5845 • http://www.ci,attaotic-l-eseh.ft.trs Page 3 Revised x'04 4 ~ S .Y{r irhl~ ~~ us F ~`~~~` .~~ c .. r F, ~~~~ ,., „~ K.c.+~ p~+! rya l:' ~s~ Jtla,J ~ ~„,+fh~i•. . Doc # 2006408997,_ OR BK 13662.. Page.21 A5, . Tau Folio Number: 1.69917-0105 and 169727-0000 Number Pagesr 2 '_ .:. ' ; Filed & Recorded 11!2812006: at 11 34 AM, State of: Florida JIM FULLER. CLERK C_IRCULT G6URT DUVAL COUNTY. County of Duval RECORDING $1$.50' File Number. 5029.009 NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and, in accordance with Chapter 713> Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of Property: See Attached Exhibit "A" a. Property Address: 391, 393, 395, 397, 399 Ahern Street, Atlantic Beach, FL 32233 309, 311, 313, 315, 317 7th Street, Atlantic Beach, FL 32233 2. General Description of Improvements: The improvements on the property include re-roofing, re-flooring, stucco exterior, painting, remodel kitchen, install new cabinets and countertops, install new bathroom fixtures and install new windows. ~ ~ 3. Owner Information: a. Name and Address: Atlantic Beach Condominiums, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 b. Interest in property: Fee Supple c. Names and address of fee simple title holder (if other than owner): Atlantic Beach Condominiums, LLC 9857 St. Augustine Road, Ste. 5 Jacksonville, FL 32257 4. Contractor. Extraordinaire Home Improvements, Inc. 5141 Siesta Del Rio Drive Jacksonville, FL 32258 5. Surety: N/A 6. Lender. CenterBank of Jacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 32207 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes. 8. In addition to himself, Owner designates the following persons to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: CenterBank of Jacksonville, N.A., Attn: Campbell Patterson 1325 Hendricks Avenue, Jacksonville, Florida 3220? 9. Expiration date of Notice of Commencement (the expvation date is 1 year from date of recording unless a diffe . date is specified}. j ATL B CH CONDO ,LLC Print Name: K ti 9 f' ~--- n ,, i ~ Print By: Marc Majed El Ha Its: Managing Member Sworn to and subscribed before me this~'~~'day of November, 2006 by Marc Majed El Hassan, Managing Member of Atlantic Beach Condominiums, LLC, who is personally known to me or who did provide y ~ ~ as identification. ~`~- .1iR„~,,. STEPHANIE D. BUMANGIA& Nola ubltc /~ . P~'•+. Nola P My Commission Expires• Iz~ '~' ~ ~ri , ~0~9 s?° ry ~tp~-o( J --''- ' +=~AY Commiss(on ExpksaAtg 1$2009 8p NdaryAuu. s.3 a APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000.04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Sub-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000.04 for additions of 600 square feet Or less, site-installed components of manufactured homes, and renovations to single- and multiple-family residences. Alternative methods are provided for additions by use of Form 6008-04 or 600A-04. PROJECT NAME: BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ~ 11 ZONE: 1 ~ 2 ~ 3 OWNER: ~ PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of conditioned area). Prescriptive requirements in Tablas 6C-1, 6C-2, and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, coaling, and water heahng equipment efficiency levels must be met only when equipmem is installed Specificalty to serve the addition or Ls being installed in conjunction wfth the addition construction. Components separating unconditioned spaces from conditioned spaces must meat the prescnbetl minimum insulation levels. RENOVATIDNS (Residential buildings undergoing renovations costing more than 30 % of the assessed value of the building). Prescriptive requiremems in Tables 6C-1 and 6C•2 apply only to the componems and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this form. BUILDING SYSTEMS. Comply when complete new system is installed. i. Renovation, Addition, New System or Manufactured Home 2. Single-family detached or Multiple-family attached 3. if Multiple-family-No. of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave ovefiang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab-on-grade (R-value) b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type and insulation: a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (Insulation R-value) 2. Wood frame (insulation R-value) c. Marriage Walls of Multiple Units` (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 11. Cooling system' (Types: central, room unit, package terminal A.C., gas, existing, none) 12. Heating system" (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PT existing, none) 13. Air distribution system" a. Backflow damper or single package systems` (Yes/No) b. Ducts on marriage walls adequately sealed` (Yes/No) 14. Hot water system: (7ypes: elec., natural gas, other, existing, none) ~~ ` Pertains to manufactured homes with site-installed compon s. Please Print CK 1. d 2,~~i'+~ 3. a. 4. _ 5. 1.'?~ Single Pane Double Pane 6a. sq. ft, sq. ft. 6b. sq. ft. sq. ft. 7. i3a R = tin. ft. Bb. R = sq. ft. 8c. R = sq. ft. 8d. R = sq. ft. tae. R = sq. ft. 9a-1 R = sq. ft. 9a-2 R = sq. ft. 9b-1 R = sq. ft. 9b-2 R = sq. ft. 9c 10a. R = sq. ft. 10b. R = sq. ft. 11. Type:' SEERJEER: I ~ 12. Type: Ifs "°" ' C ~ HSPF/COP/AFUE:'1 13a. 13b. 14. Type: A P~ 1 hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Cade. ~1 ~4YY 1 ~~, " Energy Code, Before construction is completed, this building will be inspected far compliance in 1 5 , 1 accordance with Section 553.908, F.S. PREPARED BY: ~ DATE: IY1-1' a~1'-il-`n' UILDING OFFICIAL: I hereby certify that this building i compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 ~. ~yt ~ ~. ~F 1 ~ t•~ APPENDIX 13 D Climate Zones 1, 2, 3 __ _. _ __ . ____.._.._...............~..~..~~ ~~e ~...~ ~ •nnrtmuc renn s~ w .~n t n^At_ RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES MINIMUM INSULATION COMPONENT INSULATION INSTALLED k Bl R-7 - - ~ oc Concrete Frame, 2' x 4' 6' ' R-11 R-19 --- - x Frame, 2 3 Common, Frame R-11 -- Common, Masonry R-3 A ti R-~ N t c Under Single Assembly; Enclosed z R-19 _ _ J Frame Metal Pans R-13 - v O bl A R-10 _ pen ssem y; Single Common, Frame R-11 l d No Minimum ~ O ~ ab-on-gra e S Ratsetl Wood t d C R-19 R-7 - - ~ oncre e Raise R 11 Common, Frame - _ ce d diti R-8 U ~ one spa In uncon ace diti d I No minimum O one sp n con TABLE BC-2: PRESCRIPTIVE REDUIREMENTS FDR GLASS AREAS 1N ADDITIONS ONLY MINIMUM INSTALLED EQUIPMENT EFFICIENCY EFFCIENCY ~ z Central A/C - Spilt SEER =10.0 SEER = _ -' -Single Pkg. SEER = 9.7 SEER = O Room unit or PTAC EER. = 8.5' EER = U Electric Resistance ANV 7 z Heat pump -Split HSPF = 6.9 HSPF = _~ = -Single Pkg. HSPF = 6.6 HSPF = i w Room unit or PTHP COP = 2.7' HSPF/COP = x ~ Gas, natural or propane AFUE _ .78 AFUE d Fuel Oil AFUE _ .78 AFUE _ N w Electdc Resistance EF = .92 EF = ~ = 4 Gas; natural or LP EF = .59 EF = 3 Fuel Oil EF = .54 EF = See Table 13.607.1.ABC.3.2end 13.808.1.ABC.3.2 Maximum percentage glass to tioor area allowed is selected by type overhang length, and solar heat gain coefficient. Maximum % _ _ Installed % _ _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPT020% UPT030% UPT040% UP TO 50% Single Double Single Double Single Double Single Double OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC 1' - .87 0' - .78 2' - .67 1' - .78 NOT 2' - .78 NOT ALLOWED 3' - .78 0'-.75 1'-.75 0'-.61 ALLOWED 1'-.61 2'-.61 0'-.57 0'-.44 1'-.44 0'-.35 .~...,..,...,r.,,..~,.e.... ~ ~~e ,rorn,ae~~ em~ra roar FRr;C = 75. dmuhle clear SHGC = .66. end single tint SHGC = .64 TABLE BC-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather-shipped or otherwise sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ff. window area; .5 cfm/sq.ft. door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Muhistory Houses 606.1 Air barrier on perimeter of floorcavity between floors. Exhaust Fans 608. i Exhaust fans vented to unconditioned space shell have dampers, except for combustion devices with integral exhaust ductwork. Combustlon Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or steady marked circuit breaker electdc or cutoff (gas) must be provitl9d. External or built-In heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump times Ges spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 60 pstg. HVAC Duct Construction, Insulation & Installation 810.1 All ducts, Fittings, mechanical equipment end plenum chambers shall be mechanically attached, sealed, Insulated end installetl in accordance with the criteda of Secdon 610.1. Ducts In attics must be Insulated to a minimum of R-6. r HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. 4f GENERAL DIRECTIONS: ti 1. On Table 6C-1 indicate the R-value of the insulation being adds ~ e~camn~ nd ihcien~els the equipment being installed. All R-values and efficiencies installetl must meet or exceed the minimum values listed, Components and equipment neitheing a ed , ated ~~~jjj b/Allt nk. 2. ADOITIONS ONLY. Determine the percentage of new glass to co tioneloor area in the addition as follows. Total the areas of alt glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical root glass and add it io the previous total. When glass in existing exterior walls is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the addition. Multipty by 100 to get the percent. Find the largest glass percemage under which your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heal gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat gain coefficient requirements on Tahle 6C-2. All new glass in the addition must meet the requirement for one of the options in the glass Dercemage category you indicated. The overhang (OH) distance is measured perpendiculady from the face of the glass to a point directly under the outermost edge of the ovemang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used tar glass areas which are under at least a 2•foot overhang and whose lowest edge does net extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted, double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installetl for system installed. 5. Complete the informa8on requested on the tap half of page 1. 6 Read'Minimum Requirements Idr Small Additions and Renovations," Table 6C-3, and check all applicable items. 7. Read, sign and date the "Owner/Agent' certification statement on page 1. f„. 13-D.34 FLORIDA BUILDING CODE -BUILDING ,; RIGHT-J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 1oi3o/os 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystemst`Qgmail.wm * • • • For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, Fl • - ~ ~ ~ Htg Clg Infiltration Outside db (°F) 39 92 Method Simp{ified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib) - 65 Heating Component Btuh/ftZ Btuh °lo of load Walls 3.0 1805 14.6 Windows 23.9 2416 19.5 Doors 15.2 732 5.9 Ceilings 1.1 523 4.2 Floors 15.1 1615 13.1 Infiltration 31.4 4685 37.9 Ducts 589 4.8 Total 12364 100.0 V/ndows, Doors Cooling Component Btuhlft2 Btuh % of load Walls 2.5 1509 10.0 Windows 72.0 7272 48.3 Doors 12.7 612 4.1 Ceilings 1.6 760 5.1 Floors 0.0 0 0.0 Infiltration 9.5 1420 9.4 Ducts 1367 9.1 Internal gains 2100 14.0 Total 15040 100.0 Windows Cooling at 81 %SHR = 1.5 ton Cooling air flow = 477 cfm/ton Cooling at 70 %SHR = 1.7 ton Cooling at 400 cfm/ton = 1.8 ton Overall U-Value = 0.161 Btuhlft? °F Data entries checked. ~= Wr~ghtsoft Right-Suite ResidentialT"' 5.0.66 RSR29784 2006-Nov-o1 12:29:31 /~A C:\Documents and Settingslcustomer\My Documents\Wrightsoft\D. Lee Ross Townhouse,Ahern St -Center U Page 1 .- RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 10/30/06 1065 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904287-1258 Emafl: energydesignsystems(2~gmall.com ~ • • • For: Center Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI Notes: Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Outside db 92 °F Inside db 72 °F Inside db 72 °F Design TD 33 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gNlb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 12364 Btuh Structure 15040 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3:0 °F Design heat load 12364 B#uh Use mfg. data n Rate/swing multiplier 0.97 Infiltration Total Sens. equip. load 14589 Btuh Method Simplified Construction quality Average Fireplaces 0 Z Heatin Looting Area (ft ) 912 912 Volume (ft3) 7728 7728 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 129 65 Heating Equi pment Summary Make Trade Efficiency Heating input Heating output Heating temp rtse Actual heating fan Heating air flow factor 0.0 HSPF 0 Stuh @ 47°F 0 °F 720 cfm 0.058 cfm/Btuh Space thermostat Latent Cooling Equipment Load Sizing Internal gains 690 Btuh Ventilation 0 Btuh Infiltration 2831 Btuh Total latent equip. load 3521 Btuh Total equipment load 18111 Btuh Cooling Equipment Summary Make Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Stuh Actual cooling fan 720 cfm Cooling air flow factor 0.048 cfm/Btuh Load sensible heat ratio 81 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,:" wr~gl~tsoft Right-Suite ResidentialT^' 5.0.66 RSR29784 2006-Nov-01 12:29:32 ~Ck C:\Documents and Settings\customerlMy Documents\Wrightsoft\D. Lee Ross Townhouse,Ahern St-Cerrter U Pege 1 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 904.880.4681 Fax: 904.880.1754 November 7, 2006 In regards to: Atlantic Beach Condominiums, LLC Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, Florida 32233 Attention: Dave Hostettler Dear Dave Hostettler: fl[f C6, Per our conversation concerning the Atlantic Beach Condominiums, LLC, properties located at 391-Ahern Street and 309-7`h Street, this letter is to inform your department of the work to be completed at said properties, as well as, respond to comments made by S. Makowski (see attached comment sheet). As we have discussed, there will be no structural changes to the existing building configurations and/or floor plans making this project a cosmetic remodel only. The following list includes all the work that is planned for completion prior to sale of the units as Town Homes: 1) All appliances in the kitchen area, as well as, cabinets and countertops will be removed and replaced. 2) All sinks, toilets, bathtubs, faucets, and cabinetry in the bathrooms will be removed and replaced. New water heaters will be installed to replace old ones. 3) All air-handlers, condensers, and duct-grills will be removed and replaced, but all original ductwork will stay intact except for plenum box adjustments for new handlers. Energy calculations are attached. 4) All electrical outlets and switches are to be replaced, including arc fault circuits in all bedrooms. Living area downstairs will get additional ceiling boxes for lights and/or existing boxes will be relocated. A new outlet will be installed on living area stair wall for wall hung television. Garbage disposal circuit and wiring will be installed for kitchen sink. 5) All doors and windows will be replaced following Florida Building Codes. Product Approval sheets are attached. 6) All ceilings and walls will be textured and painted. 7) Attic separations to be upgraded to 2-hour fire rating using appropriate gypsum. Remainder of separation walls from second story ceiling to slab, is concrete block --~.---v ~20J 10~ U. l,. ~~Zx'2 ~- No t~12 ~..1F}(-~- ~~ ~~ ;~ ~ K Xys .~ €c: f -i °-.~ ~i+~~ ~ 'r iii _ _. 9857 St. Augustine Road, Suite 5 Jacksonville, FL 32257 904.880.4681 Fax: 904.880.1754 8) Smoke detectors will be installed in bedrooms and upstairs hall area and wired together per FBC. 9) At 391-Ahern Street roof was replaced, and permit for that work is on file. 10) Carpet and the for all units will be upgraded. 11) Exterior of buildings will be done in new stucco over existing surfaces. All the aforementioned work will be done to both buildings in every unit unless otherwise specified. Again, there will be no structural demolition or structural additions to these buildings. All pertinent information including product approvals for doors and windows, energy calculations, asbestos surveys, etc., should be included with this letter. There will also be some site improvements to the Ahern property which are being drawn and sealed by a landscape architect and civil engineer. Those plans are being submitted separately. Please feel free to contact me at 904-880-4681(office) or 904-226-4477(cell) for clarification on anv issues concerning this letter or the proposed work. Construction Manager IGD/Atlantic Beach Condominiums, LLC . 3 . ,.i.. - ~. _ ~~ ~ r t,,,4' ~ - s 1•~ ~-r~ ~Hwt~.vr ~ / APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Lfmlted Applications PrescNptive Method C NORTH 7 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Suh-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000.04 for atltlhlons of boo square teat or less, sne-mstanetl components or .,,a.,~.r,~,,..-d ti~ma~ ~~n rean.,~f;nna 1n e;nnl*. and multin{a-iamihr residnnrec ARematlve methods are provided for additions by use of farm 6008-04 or fi00A-04. PROJECT NAME: UILDER: AND ADDRESS: .X Y1 ~- ~~ -PERMITTING CLIMATE . OFFICE: ZONE: 1 ~ 2 ~ 3 OWNER: ~ Q• PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less of condhioned area). Prescriptive requirements in Tables 6G-1, 6G-z, and tics appry Dory ro me componems or me aoonron, nor ro the flxisting bgilding. Space heating, cooling, and water heating equipment efficiency levels must he met Dory when equipment is installed specifically to serve the addition or is being installed in conjunction with the addition consirubtidn. Components separating uncondhionetl spaces from ednditioned spaces must meet the prescdbed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovations costing more than 30 % of the assessed value of the building). Prescriptive requirements in Tables 6C-1 and 6C-2 appry any to the components and equipment being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installatl components add textures are covered by this Corm. BUILDING SYSTEMS. Comply when complete new system is installed. Please PrPnt CK 1. Renovation, Addition, New System or Manufactured Home 1 • (!~,~^~-1~j-.~ P\. 2. Single-family detached orMultiple-family attached 2' ~~~ t' $ 3. If Multiple-family-No. of units covered by this submission . 3. a. ~_ 4. Conditioned floor area (sq. ft.) 5, ~ ~' 5. Predominant eave overhang (ft.) 6. Glass type and area: Single Pane Double Pane a. Cfear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 6b. sq. ft. sq. ft. 7. Percentage of glass to floor area ~' °~O 8. Floor type and insulation: a. Slab-on-grade (R-value) 8a R = lin. ft. b. Wood, raised (R-value) 8b. R = sq. ft. c. Wood, common (R-value) 8c. R = sq. ft. d. Concrete, raised (R-value) 8d. R = sq. ft. e. Concrete, common (R-value) Se. R = sq. ft. 9. Wall type and Insulation: a. Exterior: 1. Masonry (Insulation R-value) 9a-1 R = sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R . sq. ft. b. Adjacent: 1. Masonry (Insulation R-value) 9b-i A = sq. ft. 2. Wood frame (Insulation R-value) 9b-2 R = sq. ft. c. Marriage Walls of Multiple Units' (YesMo) ftc 10. Gelling type and tnsulatton: a. Under attic (insulation R-value) 10a. R = sq. ft. b. Single assembly (Insulation R-value) 10b. R = sq. ft, 17. Cooling system* 11. Type: ~~ i#/I (Types: central, room unit, package terminal A.C., gas, existing, none) SEER/EER: 12. Heating system* 12• TYp HSPF/COP/AFUE.~~ (Types: heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or PTAC existing, none) 13. Air distribution system* a. Backflow damper or single package systems" (Yes/No) 13 _ b. Ducts on marriage walls adequately sealed' (Yes/No) 13 I 14. Hot water system: 14. Type: (Types: elec., natural gas, other, existing, none) EF: Pertains to manufactured homes with site-Installed components. I hereby certify that the pia~s and speafirations covered by the calculation are in compliance wdh Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Ener Gotle. f \ L ~ ,_ t~ Ener Code. Before construction is completed, This building will be inspected for com liance in ~n ~\tiU r 1 ~ `ir~,l~ accordance with Section 553.906, F.S. p PREPARED BY: `J ,~~y~,y~ ~~_ DATE: DILDING OFFICIAL: I hereby certify that this building is compliance with the Florida Energy Gotle: OWNER AGENT. GATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 APPENDIX 13-D Climate Zones 1, 2, 3 TABLE BC-1: PRESCRIPTIVE REpUIREMENTS FOR SMALL ADDITIONS (600 Sq. Ft. and Less), RENOVATIONS TO EXISTING BUILDINGS AND SITE-INSTALLED CDMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION INSULATION INSTALLED Concrete Block R-7 ~ ~ Frame 2' x 4' R-11 _ _ d , 2' x 8' Frame R•19 3 , Common Frame R-11 , Common, Masonry R-3 Under Attic R-30 ro Single Assembly; EnGosetl z Frame R-19 -' Metal Pans R-13 v Single Assembly; Open R-10 Common, Frame R-11 Slab-on-grade No Minimum O Raised Wood R-19 ~ Raised Concrete R-7 LL Common, Frame R-11 v In unconditioned space R-6 ~ a In conditioned space No minimum MINIMUM INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY z Central A/C -Split SEER = 10.0 SEER = -'ol--- ~ • Single Pkg. SEER = 9.7 SEER = Room unit or PTAC EER = 8.5' EER = Electric Resistance ANY z Heat pump -Split HSPF = 6.8 HSPF = ~_ F. =Single Pkg. HSPF = 6.6 ` HSPF = Room unit or PTHP COP = 2.7 HSPF/COP = v Gas, natural or propane AFUE _ .76 AFUE a Fuel Oil AFUE _ .78 AFUE _ rn Electric Resistance EF = .92 EF = ~ a Gas; natural or LP EF = .59 EF = 3 Fuel Oil EF = .54 EF = TABLE BC-2: PRESCRIPTIVE REQUIREMENTS FOR GLASS AREAS IN ADDITIONS ONLY `See Table 13-607.1.A8C.3.2 and 13-608.1.ABC.3.2 Maximum percentage glass to floor area adowed is selected b type, overhan length, end solar heat gain coefficient. Maximum % _ ~ Installed % _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPT020% UPT030% UPT040% UP TO 50% Single Double Single Double Single bouble Single Double OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC 1' - .87 0'-.75 0' - .78 2' - .87 1'-.75 0'-.57 1' - .78 0'-.6i NOT ALLOWED 2' - .78 1'-.61 0'-.44 NOT ALLOWED 3' - .78 2'-.61 1'-.44 0'-.35 Get certrfied SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 TABLE SC-3 MINIMlNN REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Jolnta & Cracks 606.1 To be caulked, gasketed, weather-stripped or otherwise sealed. Exterior Windows & Doors 606.1 Mex. 0.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Sole & Top Pletea 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed Lighting 606.1 Type IC rated with no penetrations (two alternatives allowed). Multistory Houses 606.1 Air barrier on perimeter of floor cavity between floors. Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers, except for combustion devices with integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vern appliances. Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ASC.3,2. Switch or cleady marked circuit breaker electdc or cutoff (gas) must be provided. External or built-in heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Noncommercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Pipes 612.1 Insulation is required for hot water circulating systems (including heat recovery units). Shower Heads 612.1 Water flow,must be restricted to no more than 2.5 gallons per minute at 80 pstg. HVAC Duct Construction, Insulation & Installation 610.1 N ~„ All ducts, fittings, echanical equipment and plenum chambers shall be mechanically attached, sealed, insulated anrij)1st~)~d~n ar~ordance with the criteria of Section 610.1. Ducts in attics must be insulated to a minimum of R-6. v, HVAC Controls 607.7 Separate readily accessible manual or automatic thermostat for each system. ~~ GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the efficiency levels of the equipment being installed. All R-values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as follows. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical roof glass and add it to the previous total. When glass fn existing exterior wails is being removed ar enclosed by the addition, an amount equal to the tots! area of this glass maybe subtracted from the total glass area. Divide the adjusted glass area total by the conditioned tleor area of the atldltien. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated pementage falls on Table 6C-2. Prescriptives are given by the type of glass (single or double pane) and [he overhang (OH) paired wRh a solar heal gain coeficiem (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specified. Actual glass windows and doors previously in the exterior walls of the house and being reinstalled In the addftfon do not have to comply with the overhang and solar heat gain caetticient requirements on Table 6C-2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendicularly from the face of the glass to a poird directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted, double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is Installed far system Installed. 5, Complete the information requested on the top half of page t. 6 Read'Minimum Requirements for Small Additions and Renovations," Table 6C-3, and check all applicable items. 7. Read, sign and date the `Owner/Agent" certification statement on page 1. 13-D.34 FLORIDA BUILDING CODE -BUILDING - RIGHT-.J BUILDING ANALYSIS REPORT Entire House Energy Design Systems Job: 10/30/06 1085 Oak Vale Rd, Jacksonville, FI 32259 Phone: 904-287-5339 Fax: 904-267-1258 Email: energydeslgnsystems(~gmaii.com ~ • ~ ~ For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI ~- • • ~ Htg Clg Infiltration Outside db ~°F) 39 92 Method Simplified Inside db (°) 72 72 Construction quality Average Design TD (°F) 33 20 Fireplaces 0 Daily range - L Inside humidity (%) - 50 Moisture difference (gr/Ib} - 65 Component Btuh/ft2 Btuh % of load Walls 3.0 2745 20.3 Windows 23.9 2081 15.4 Doors 15.2 732 5.4 Ceilings 1.1 592 4.4 Floors 9.7 1666 12.3 Infiltration 37.2 5030 37.3 Ducts 642 4.8 Total 13488 100.0 Cooling Component Btuh/ft2 Btuh °!° of 4oad Walls 2.5 2296 15.3 Windows 72.0 6264 41.7 Doors 12.7 612 4.1 Ceilings 1.6 862 5.7 Floors 0.0 0 0.0 Infiltration 11.3 1524 10.1 Ducts 1366 9.1 Internal gains 2100- 14.0 Total 15023 100.0 v~firaows Cooling at 80 °!o SHR = 1.5 ton Cooling air flow = 471 cfm/ton Cooling at 70 %SHR = 1.7 ton Cooling at 400 cfm/ton = 1.8 ton Overall U-Value = 0.135 Btuh/ftZ-°F WARNING: window to floor area ratio = 8.9% -less than 10°l0. ,~ wr~ghtsofC Right-Suite Residential T"" 5.0.66 RSR29784 2008-Nov-01 12:27:20 ACA C:\Documents and Settings\customer\My Documentslwrightsoft\D. Lee Ross Townhouse,Ahem St.-Typical. page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Enfire House Energy Design Systems Job: 10/30!06 1065 Oak vale Rtl, Jacksonville, Fi 32259 Phone: 904-287-5339 Fax: 904-287-1258 Email: energydesignsystems(c~gmail.com ~ f ~ • For: Typical Condo Unit,391 Ahern St. Buildings 395 & 397, Atlantic Beach, FI Notes: Desi n tnformatian Weather: Jacksonville, Mayport Naval, FL , US Winter Design Conditions Summer Design Conditions Outside db 39 °F Inside db 72 °F Design TD 33 °F Heating Summary Building heat loss 13488 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 13488 Btuh Infiltration Outside db 92 °F Inside db 72 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 65 gr/lb Sensible Cooling Equipment Load Sizing Structure 15023 Btuh Ventilation 0 Btuh Design temperature swing 3.0 °F Use mfg, data n Rate/swing multiplier 0.97 Total sens. equip. load 14573 Btuh Method Simplified Construction quality Average Fireplaces 0 g Hea 97g Coo 9 Area (ftZ) 7 66 8 Volume (ft') 8 829 8 829 Air changes/hour 1.00 0.50 Equiv. AVF (cfm) 139 69 Heating Equi pment Summary Make Trade Latent Cooling Equipment Load Sizing Internal gains 690 8tuh Ventilation 0 Btuh Infiltration 3040 Btuh Total latent equip. load 3730 Btuh Total equipment load 18303 Btuh Cooling Equipment Summary Make Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rlse 0 °F Total cooling 0 Btuh Actual heating fan 719 cfm Actual cooling fan 719 cfm Heating air flow factor 0.053 cfmlBtuh Cooling air flow factor 0.048 cfmBtuh Space thermostat Load sensible heat ratio 80 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. „u wrrtgh"tsoft Right-Suite Residentlaln^ 5,0.66 RSR29764 2006-Nov-Ot 12:27:21 /1CCA C:\Documents and Settings\customerlMy Documents\WrigMsoftlD. Lee Ross Townhouse,Ahem St.-Typical. Page 1 ,~J-7T~cwM~',~r ~3 M I A M I~DA[I£ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DARE COUNTY, FLORIDA METRO-DADE FLA(~LER BUII,DING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305} 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Ml Home Products, Inc. 650 West Market Street Gratz, PA 17030 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series ~BetterBilt D185SHJD3185SH" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 5-2422, titled "Non-Impact Single Hung Window Rectangle Circle Top & Oriel", sheets 1 through S of 5, prepared by RW Building Consultants, inc, dated 10/27/03 with revision " 2", dated 02/10/04, signed and sealed by Wendell Haney, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-l, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. ~~/ (~~J c NOA No 03-1215.02 / / -~ Expiration Date: March 04, 2009 t ~~ Approval Date: March 04, 2004 ~ ~ Page 1 MI Home Products. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 5-2422, titled "Non-Impact Single Hung Window Rectangle Circle Top & Oriel", sheets 1 through 5 of 5, prepared by RW Building Consultants, inc, dated 10!27/03 with revision " 2", dated 02/10/04, signed and sealed by Wendell Haney, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Report No. ATI 03056, dated 11/11/03, signed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, prepazed by R.W. Building Consultants, Inc., dated 12/11/03, signed and sealed by Lyndon F. Schmidt, P.E. 2. Revised Anchor Calculations, and structural analysis, prepared by R.W. Building Consultants, Inc., dated 02/10/04, signed and sealed by Lyndon F. Schmidt, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated December 09, 2003, signed and sealed by Lyndon F. Schnudt, P.E. 2. Statement letter of no financial interest with the laboratory that performed the Test Report No. ATI 03056, dated November O8, 2003, signed by Stu White, Design Engineering Manager. G. .OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-1215.02 Expiration Date: March 04, 2009 Approval Date: March 04, 2004 E-1 ` MI HOME PRODUCTS 650 WEST MARKET STREET • GRAIL, PA • }70353-0370 SERIES BETTERBiLT D185SH/D3185SH ALUMINUM SINGLE HUNG WINDOW GENERAL_,p(f~LS_: 1. THIS PRODUCT IS DESIGNED 70 COMPLY WiTi-t THE "HVHZ° OF THE FLORIDA BUILDING CODE. 2. W000 BUCKS MUST @E ANCHORED PROPERLY 70 TRANSFER LOADS TO STRUCTURE AND TO @E R£VIEWEQ BY BUILDING OFFICIAL 3 ANCHOR EMBEDMENT TOLE415E MATERIALDSJ-lALDL BECBEYOND WALL DRESSING OR $TUCCD. 4. FOR DESIGN PRESSURE RATING SEE TABLE TH15 SHEET. 5. INS7ALL4TION OF THIS SYSTEM IN HVHZ AREA REQUIRES THE USE OF APPROVED SHUTfERjEKTERNAL PROTECTION DEVICE COMPLriNG WITH HVHZ REQUIREMENTS: tN57ALlATION OF THIS SYSTEM OUTSIDE OF HVHZ SHALL MEET THE APPLICABLE COOS REOWREMENIS FOR WIND@ORNE DEeR15 PROTECTK)N. 6. THIS PRODUCT MEETS WATER REQUIREMENTS FOR HIGH VELOCRY HURRICANE ZONES. 53.125" MAX. 53.125" MAX. OVERALL OVERALL FRAME WIDTH FRAME WIDTH 49.375" MAX 49.375° MAX. D.L.Q. WIDTH ~ ~ D.L.OJWIDTH I I X J 171 J ~" J Np ~Y W N° w~ 3 I M O Y } /~ ~ r1 o X W ~ ~ 1 - M~ ~ ~ o ~~ ~~ _ iAXO r ~!n s( QQ ' r N X ^~J o N O N /j N a 0 ~ O ~ I 53" x 73" SINGLE HUNG WINDOW CIRCLE TOP ORIEL TABLE OF CONTENTS SHEET DESCRIPTION } GENERAL NOTES & TYPICAL ELEYATIONS 2 VERTICAL CR05S SECTIONS 3 HORIZONTAL CRDSS SECTIONS & GLAZING DETAIL 4 ANCHORING LOCATIONS 5 COMPONENTS, SILL OF MATERIALS 53.125" MAX. OVERALL FRAME WIDTH 49.375" MAX. O.L.O. WIDTH J // w c=a 1 p W 1 x t ~ a4' ~ i~1 ~ _ / ~~ O to M! a ~ J Np N X (/1 M Q %// I 0 /~ ~ ~ Np N X Mq I 36" MAX. OVERALL FRAME WIDTH ~~ J 2 ~~ o w 1 = 3 ~~ i ~ _ /1 M ~~ m M ~~ 1 ~ 33.313" MAX D.L.o. wroTH //, ~ ci J 111 ~~ l Mi %!i ~~ J ~p // MI 5'i" x 73° SINGLE HUNG WIN04_W 37" x 84" SfNri F HUNG WINDOW 36" MAX. OVERALL 36" MAX. OVERALL ((.. FRAME WM1DTH ~~ 33.313" MAX. FRAME WIDTH -{,__~ 33.313° MAX D.L.O. WIDTH }!`I ~ D.L.O. WIDTH J w ~' Z W X Z 1 ~ `'' ;~ a +~ -~-- M tt1 ~ ~ S e Q ~~~ NI ~O N no m /J d N 1~ NXO 10 Q ~ nip ~3" x 73" SINGLE_HIIN(; WIND OW i7" x 84" SINGLE HUNG WINDOW CIRCLE TOP ORIEL HALF CIRCLE 70P ORIEL DESIGN PRESSURE RA7lNGS (PSF) GLASS MAX. SIZE DP POS. DP NEG. 1/8" Temp. OA 53" x 73" +56.7 -69.3 1/8" Temp. OA 37" x 84" +56.7 -69.3 3/16" Ann. OA 53" x 73" +42.0 -42.0 3/16" Ann. OA 37" x 84" +56.7 -58.0 ~~ /~ ~a x O ~ 1[l -~ w x 1 // ~" o "~ W 10 Q i!) - ~ ~ ~ r OJ ' OQN 1D QJ rn ~7" X 64" SI 1 • H ' HALF CIRCLE TOP ORIEL r wM~ ~1MJ~'~Q~1/y~ E ° 8 ~ N ~ g® ~oo VI ~ 2 M ' m ~ fir/ j ~ ~ P Y \ ~>~, o~ ~;«`~~, i 'a = ~ m C.p\ jO~ o o~ Gl~ `4 U ^~i N~ o` z t}.,," ~w J z4 ~~ o+,re: 70j27 03 sca.c: N.T.S. nwc. ar: 7JH cHx. er: RW 0FnW1NG NO.: 5-2422 SNEE! } OF J. 1.34" MIN. 1.19" MIN EMB . EMB. ~~ p" ~ ~°a~G e e N + ~ ' a N~ °. .p ~ ° - d. e. ~ ° ~ tp ..e. N X ~ Q7 n VI a . N D to Q . a n T p ° ~ .a ..Z1 > ~a N to ~ N~ _ ~ ~ e. N N ~ W N ~ N c7 p ~~ N rn ~ _ 4 O e < e ° ~ .25" MAX. p SHIM °e. X -oa SEE SHT. 1 ELEVATIONS FOR OVERALL HEIGHT zm O m m N rn z Nm ~~ • r t .25" MAX. EMB, 1.25" MIN. EMB. p e ° b ~ N °a' d .a N ° s~< .p c a <. rn~ a .. ~ z ~a o Ay v ~ r p ~ N m ~ ~ fTl e Q Zx ~ e OW ~ o N = ~ NOu a C ~ ~ ~~ ~ Q~ ~ N N ~ OI W N . .,~ _ ~ d _ Z ° Q' < 1 . ~ ° .25" MAX. p SHI M c a° SEE SHT. 1 ELEVATIONS FOR OVERALL 4iE{GHT X ~ zm O m m c~ N f't Z 2~ - r R Product Approw~ Uocumentr Pared By: ~ i g (7DUCT: P ~ ~ NON-IMPACT SINGLE HUNG GD s~"-t''~ CONSV~T"Nrs• iNC- 3395 ~~ ~ ~ ~ ~ •~ WINDOWS RECTANGLE, eJ 1.~ 80~ 230 Valrtec :1..3 P,o. 9197 654 E13 Ph N ~N I ~ 4 CIRCLE T P OR IAL o:: . . one rwnal En9lnaan 6 'F o N A ~ Z ...1 ~ 2 2 10 0 CO REC L RW PMT OR ASSEM&Y: Florido Bocr o _ CrrHilcatr. ,y, orlon rto. 9813 + nN, ~ i yl o O1 04 VERi1CAl z/lo/o+ ~` ~+ NO DATE BY CROSS SECTIONS a E u7sa REVISIONS dr N , v^ ! p' > s. 2 v . ~ .' ~ s a~ n C ., ~° , 9 SEE GENERAL 2X . NOTE 2 SHT. t e. 7 0 1.46" MIN. EMB. .25" MAX. SHIM _t~t~HORIZO TAL CROSS SECTION 3 W//2X BUCCK 1.25" MIN. EMB. M ZF N N ~~ J W FFQ ~ W d v~ . p ' .o `"~ .z sH M~ 29 ~ .'. r 15 ~ v ' . p" p° 0 SEE GENERAL 1X 9 NOTE 2 SHT. 1 " 2 3 o. °o d.. M zr ~Y C7 N J ~ w 0 ____L t~HORlZONTAL CROSS SECTION U w ix eucK 62~° .., ..... 625° GLASS BITE "' z~ ~~ ( ~ _ 1 HORIZONTAL CRO55 SECTION 3 SHOWING SASH CAM MASONRY & BUCK NOT SHOWN N C7 Y n W ~s ifl N 1/$" TEMPERED GLASS GLAZING DETA~ GLASS TYPE "8" NOTES: 1. THE MAIN FRAME HEAD, SIDES AND SILL ARE CONNECTED TOGETHER AT EACH CORNER WRH (2) ITEM #11, A #8 x 3/4" PHILLIPS PAN HEAD SCREW. THE SCREWS RUN FROM THE HEAD DOWN tN70 THE SIDES AND FROM THE SILL UP INTO THE SIDES. 2. THE FIXED MEETING RAIL. IS SECURED TO THE SIDES WITH (2) EACH SIDE ITEM #12, A /{8 x 1 t/4" PHILLIPS PAN HEAD SCREW. 3. THE SASH CORNERS ARE CONNECTED TOGETHER WITH (2) EACH CORNER ITEM #13, A ~S x 3f4" PHILLIPS PAN HEAD SCREW. ~ ~i1~~Ye N a 0 0 ~ ~ N c ~ 6 ~ _W U~ ~Z "1 ~~a ~ ~.8~,a Ypy 4 N 0 o o, y ~,m °c °~ 7 o u 0 pp~ss;F ~ ~ U~ z 0 J t~zj'~~'~ w``l 2~,~ pNpO NCO i~ U2 p ~~ Q p3 W ~ gGU ~ Zc.~ ~~Z$ V ~ ~ N.T.S. er: TJH eY: RW NG NO,: 5-2422 3 ov .. S GLAZING DETAIL V GLASS TYPE "A" ^~ 3" (4) EQUAL SPACES o ~~ ~ 3" 3" ~ ~~ ~ "-' " ~---'- ~ ~ TMP NOTE 3 ~ ,~ L 27 28 -~- ~ 27 28 ~ 27 28 ~ / ~ ~ N ~ 3" 3" ~ N ~ N a m ~N ~ N SEE ~ 27 ~ T' l 27 28 ~ ~ ~ $ ~ c z g 27 , 27 NOTE 1 ~ ~~ 29 SEE N 27 ~ 27 N SEE ~ 27 28 27 ~ ~ ~ ~ ~ ° c 29 ~ 29 ~ TYP ~ 29 29 NOTE 5 27 SEE ~ g „ a o ~~ TYP 29 ! 29 NOPTE 2 ~ ,, o~` d 27 ~ A4.Y~ i N •~ O y N s ~ ~ / 27 ~ 29 29 I t %/ _ ~ ~ ~ d S G u ~. a , 29 a ~~.~ //~J f iM J~ 29 J 27 29 ~ `~ ~ 29 27 29 ,~_ ~ 27 29 27 29 ~ n ~ ~ 29 27 29 ~1 ~ =J- o ~''"[' (W(,~~ 0 Q i ~ ~ I L ~ I~ -i I I- ~ ~ -1 J L- ~` I `W~. } J I - ~ t~-I- -1 ~ ~i f h i~'iT~ I" ~1 ~ i~ in ' I i _ ~ 1- 3.. ~~ ~ ~ Z 3" 3" 3" 3" 3" 3" 3" q3w o 37" x 84" SINGLE HUNC WINDOW 37" x 84" SINGLE H_UNG_ WINDOW 37" x 84" SINGj,~ HUNG ~NINDOW 53" x 73" SINGLE HUNG WINDOW a4c''i ~ _ HA CIRCLE TOP ORIEL GRCIE TOP ORIEL ~ ~;~ ~ Q ~z o SEE NOTE 3 CES ~ g TYP O~P~ SPp 3„ a a 27 28 3+ `A~ E' 27 28 ~_~ 3 m '~ 27 28 L~ 27 28 ~ 1 ~ SEE NOTE 2 27 ~ """ SEE NOTE ~ 7YP N07ES: a 2 TYP ~ 1. FOR UNIT5 SMALLER THAN 30"x60" DO NOT INSTALL ANCHOR AT a < oz 29 / ~ 27 CENTER LOCATION. a ~ /, 27 N 27 ~` i 2. FOR UNITS SMALLER THAN 53"x60" OR SMALLER THAN 30"x66" DO NOT ~ ~ 29 29 29 fNSTALL ANCHOR AT CENTER LOCATION. ~ 3. FOR UNITS SMALLER THAN 36"x66" DO NOT INSTALL ANCHORS AT EITHER SIDE OF CENTER ANCHOR AT HEAD AND 54L1 JAMBS. ~ ~ ~ M O q- i° '~ o r ~ 29 ~ ~ ~ ~ 27 M ~ o p `-' r ~ ~'L 27 29 ~~' ;0 27 29 29 ~ N .- z I °~ wrE: i 0 27 03 ~~ I 3„ { 3„' ~~ 3., ~ 3•~ ~~ ~,y~i- sue: N.T.S. """"'111 SEE NOTE 3 IT ~~~111 SEE NOTE 3 fff ~ rnvc. er: TdH 7Yp TYP (4) EQUAL SPACES (4) EQUAL SPACES ~ ~ RW OW~WNC NO.: 5'i" x 73" SINGLE HUNG WINDOW 5-2422 53" x 73" SINGLE HUNG WINDOW HALF CIRCLE TOP ORIEL M CIRCLE TOP ORIEL s+~ 4 ar 5 BILL OF MATERIALS ITE DESCRIPTION MATERWL 1 EXTRUDED ALUMINUM SINGLE HUNG 1/2" HEAD ~'CM-18501 BY M! METALS ALUM. 2 EXTRUDED ALUMINUM SINGLE HUNG 1/2" SILL /CM-18502 BY MI METALS ALUM. 3 EXTRUDfO ALUMINUM 51NGLE HUNG 1/2" JAMB ~'CM-18503 BY MI METALS ALUM. AS" 4 EXTRUDED ALUMINUM SINGLE HUNG FIXED MEETING RAIL ACM-18504 8Y MI METALS ALUM. N 5 EXTRUDED ALUMINUM SINGLE HUNG SASH LOCK RAIL ACM-18505 BY M1 METALS ALUM. N 6 EXTRUDED ALUMINUM SINGLE HUNG SASH BOTTOM RAIL ACM-18506 8Y MI METALS ALUM. 7 EXTRUDED ALUMINUM SINGLE HUNG SASH STILE ~CM-f8507 BY MI METALS ALUM. 8 SASH CAM i-185 BY BSI _ 9 GLAZING BEAD -185 BY MI PLASTICS - f O LOCK 30240-402 BY REFt,ECTOUTE _ 1 111 " 11 MAIN FRAME SCREW 8 x 3 4' PHHRLIPS PAN HEAD STEEL 12 MEETING RAIL SCREW 8 x 1 1/4" PHILLIIPS PAN HEAD STEEL FIXED MEETING RAIL 13 SASH SCREW 6 x 3 4" PH1LllPS PAN HEAD STEEL f 4 LOCK SCREW 8 'x 5 8" PHILLIPS FIAT HEAD -PTD STEEL 15 SASH GUIDE X80-02-8207 BY PLASTICS, AZ - 16 WINDOW SCREEN - 17 FiN WEATHERSTRIPPING .187" x .250 BY AMESBURY - 18 BULB SEAL 32002 8Y AMESBURY - 19 DUST PLUG 5/8" x 7/8" x .25" BY AMESBURY - T 203" 20 5/8" BLOCK de TACKLE 150 SERIES BY BSI - co . 2? GLASS ;4" SGL GLAZED 3/16" ANN. BY GUARDAN - m .OS" 22 GLASS "B" SGL GLAZED 1/8° TEMP. BY GUARDIAN ` `~ 23 BACKBEDOING SM-2100 BY SCHNEE MOREHEAD SILICONE y 24 BACKBEDDING PURFECTGLAZE-H HOTMELT) - ~ 1 4058" 25 GLASS SHIM 1 8` x 1/4" x !" 8Y SECON - . ~ 26 1 4" MAX SHIM _ o 27 X12 X 2" PHILLIPS FLAT HEAD SHEET METAL SCREW STEEL O SASH STILE ®SASH GUIDE 28 3/18° x 3 1 4" ELCO TAPCON ANCHOR STEEL 29 3 16 x 2 3/4" ELCO TAPCON ANCHOR STEEL ro (o rn "> .045" rn ~-- .908" -{ O SASH BOTTOM RAit 1.8753" I 0 N 1.0943" O JAMB-FLANGE v, ~ `r o '~ n N .187" ~----~ ~~ °°. .357" ~@~J_B SEAL ©FIN WEATHERSTRIPPING 1.436" .656" - __r O 0 ~ oI ~ ~ j~~~ (~ CU jj ~ .062" --j ~-- ® SASH CAM ~~9 MUwM~it ~~~ N.T.S. er: TJH er: RW nc no.: 5-2422 S OF 1.6449'• 3 0 .~. N h ro' ~ Cml w € of b a +~,~ ~ ~ Laam h Q . o ~ ~.m F H ~ ri `o ..yll- £ r°~a F ... o ( N O ~ o~Zm°s zm c° $ v° ~9 ~ 2 a7+~$ ~ u ~ ~~ h~ z ~~ a ~y U ~~ m~ 05" OLOCK RAIL i FIN O HEAD FLANGE . ~Il ~' . :vA~i. ~..~ ~O~ ~~ ...~ ~-'~ ~ ~E3e~rR~l~t` ^ ' ~ NOTE: SEE INt~l1fIDUAI. TEST REPO121'~ FOR OP' RATINGS AND MAl~Y11l1A AItOMIABLE $lZES. [3ettert3ilt Doors !L Windows I Capital Windows ~ poor5 appreciates your recent purchase of a maintenance- (nee prune window, which wi41 not rust, rot, mildew, or warp. This is a quality pnxlud that left our fadory in good condition -proper handling and trrstellation are just as important as good design and woricrnanship. Please faltaw !!rose recommendations to a~aw !Iris product to eanplele its function. t. HarMie units one at a tune to use dosed and locked position and taiae t~t+e rat to scratch frame or glass or to bend the naiNng fin. Place a continuous bead of caulk on the back slide of nail fin (nx-untirtg flange). 2. Set unit ppm~ and square into opening artd make surr that there is 311R' ± ili0' dearanes around ttte frame. Fasten unit into opening in the dosed and locked position, rrgttKing sure thW 1~erters are screwed in > in order 1a avoid twisting ar bowirtq of the frame. Make sure that aril ~ strai8ht arM level. Cttedc operation of unit frequently as fasteneas are set. 3. Use ~ e sheet metal or wood screws with a minimum of 1' penetration into the wood kaming ( Ptaoe first screws (two 2tt each comer) 3' maximum from end of tin. For pa~si6ae and negeRhre DPs (desist pressures) up to 3li, da not exceed 24° of adds' Tonal sx~ws. For DPs from 28'i.1 to 36. do not ~exce+ed 18" spacing. For DPs from 58.1 to 88.3, da not exceed 12" spacng. 4. Caulk enure perimeter of frn to rrrounticg surface jcwtt and caulk over screw heads. Note: his step can pe eiirrlir-aled it d' wkie adhesive type flashing Is used (Sip 1'r, jams 2nQ, tread 3"~. 5_ F~ voids between trams and construgion with loose halter-type insulation or nort•exoandirfa aerosol fo8m speaficalgr fomterlated Tor windows and doors to eGminat~e dtaAs. ~~ ~ aer+oaol type insulating foam, which can baMr the frame, waives a/ stated warranties. ~t ~,,~L~~~N,$ ~~~~~ B. Remove piaster, mortar, paint, snd debris Rtat has eoNeeted on the tc)tct and' make sure twat the sash tracks and intertodrs are also dean. Do not use abrasives, s0lvOnfs, 3rt+morh~, vrn@$$r', gtiraArer-: or atti+d~,sdlutinns !nr dears up. <•SF+E- wily ~~:~rh Fn~c;;a.ed rjiass uni~s as th£~r use Could c2u5Q Chemical breakdown of ?trB g1ar~. seal. 78k6 CBt+~ not to scratdt glass: scxatc2-es severely weaken cad tl scoutd event tnerrrtal e>4sartslon anti corttradi+ort. Clean units with water and mid detergent. gu• ~+~t14 ~ttrng IRS~tart swn .. C Better6iR Doors S N/indows 1 Capitol Windows 8 Doors or Hs r+epi~ree{a'~"~ikuw`'"?ISbts~ta, and cannot assume rssponsibitity for the 5ylet~on and placement oR their prodads ~ a re in a ma 'red by laws. statutes, and/or bur~dittg codes. The purchaser is solely responsible for knowledge nce to the carne. Better8ilt ! Capild window products are not provided with Safety gang urdess specifirwdy onie Wirth such. Many laws and cxrdes require safety glazing (temperred glass) tear doors, ttatMubs, and shower enclosures. Also, be aware of other code requirements such as emer+oency egress and strucxurai /energy performance. Corporate Headquarters: ~ _ ,~ www.mihp.com M.k. Hone Products Eric N+elsen, Q.E. X1323 f % ' .. ;!'~: 1~ ~ ..,:`,~ ? r~~!.~ 550 Wes! Market a~'t. Product Techndogy Corporation . - r`~r /~' .'r ..•l~t~ ~, Gratz, PA 't703tX-0370 ' 1150 Louisiana Ave. Sate B ~,~ = ~ -~ . ;! ~ '~ :~ j k (717 365-3300 Winter Park, Florida 32788 ~ .r,.: '~ 1 `'- - ~: ~ ~^ , 407 622-6334 ~ '~ 'r.. L'd d00~ZL 90 97 icn ~:~. ~'~, ~~ ~;k Architectural Testing ~1f!-p1~-3 bLANO L'ftAMIME~ C ~]JE~CQMA If~.N'+t`$ !SEEP THIS PLA~i ON 1Q8 sEP 2 l zoaa BMitdirtg IOSrtCu1111 Dirision --1ax.~ FL. xarnt+~r ......_. _.--_.._..... _ _ __ . ___._-- bnaturo l.~ense No. ANSI/AAMA/NWWDA 10111[.5.2 97 TEST REPORT Rendered to: IKI HOME PRODUCTS, II~iC. SERIESlMODEL: 185SIE11318SSH PRODUCT TYF'L: Aluminum Singjie Hung utd Oriel Windows Summa of Results Title Test S ecinte® #1 Test S en ff2 Rahn H R55 53 x73 H-FtSS 53 x 73 Oriel O ratin Farce 151bf ~nax. I S lbf max. Air infiltration 0.06 cfrn/ 0.03 cftn! Water Resistance Test Pressure 9.3 sf 9.3 Uniform Load Deflection Test Pttssure +56.7/-61.5 f +56.7/-69,3 f Uniform Load Structural Test Pressure +$S.QS!-42.25 f +85.05!-104.0 sf Forced )rn Resistance Grade 10 Grade 10 Reference should be made to ATI Report Identification No. 01-46484.02 far cflmpkte test specimen description and data. t 30 Derry Court York, PA 17402.9405 phone: 717.7(x1.7700 tax: 717.7b4-4129 www.arri-test.com Z~d d00~Z6 90 ~?. laC~ Architectural Testing A1vSr/A~lvlAtlywwuA ~oxn~Z~.~`- ~ro~T Rettdemd to: MI HOME PRODI.TCT5, INC. P.O. Box 370 C2atz, Pennsylvania 17030-03'74 ATl Report Identification Nv.:41-4b984.42 Test Dazes: 09115/03 Througle: 10/07!03 Report Datt: 06111/44 Expiration. Date: 10/07/07 Projtxt Swamary: Architecttual Testing, lnc. (ATI} was contacted b~ MI Howe Ptuduct~, lnc. to perform testing c1n two SerieslModel 185SH/31$SSH, aluminum siug~e hung sad oriel vWiudows. The samples tested stt~ccessli~lly tract the perforraaacc tequirczuente for the following xatinga: Test Specimen #f 1: H RSS 53 x 73; Tcst Specimen #2: H-R55 53 _x 73 (Oriel). Test specimen desRxiptioa and results are repotted heroin. Test Specificatia~: The test speciz>xns wue evaluated is accordance with ANSIIA.AMAlNWWDA IOlII.S.2-97, YoltuttarySpedfcRt+ons.fnr.tlu~tj~r~tr~"~~i~wdle f~Yood Windows a-rd Glass Doors. REVIEVfIETJ T~+'OR COD$ CftMP~,IANCE Test 5pecitnen Description: KEEP TNlS PLAN 4i~ !08 SerieslModei: 1$SSH13185SH SEP ~ ~ 2QD4 Product'~+pe: Aluminum Single Huag and Otitl Windows Building tntteCiWn UtVition - 32X., FL. Test Specimen #l: H-R55 53 x 73 ankner slurs tlcense Nc.. ,,._ . UveraH Size: A' 41/8" wide by 3' 11-314" high Active Sash Size: 4' 2-3/8" wide by 3' 0" bigh >Nized Daylight Opening Size: 4' 1-318" wide by 2' 8-S/8"high Screea Size: 4' 2-314" wide by 2' 11-112" high 1301 [>erry Court York, PA 174'02.905 phone; T17.764770Q Fax: T17-7644124 www.archtest.aom £.~ doo:z~ so ~z ~n Architectural Testing Test Specimen Description: (Continued) Test Specimen #2: H-R55 53 x 73 (Oriel) Overall Size: 4' 4-1/8" wide by 5' 11-3/4" high Active Sash Size: 4' 2-3/8" wide by Z' b'• high Fixed Daylight Opening Size: 4' 1-3I8"' wide by 3' 2-911.6" high Screen Size: 4' 2-3/4" wide by 2' S-7/16" high 7'he foflawing descri, ptioxs apply to aU spec~xens Finish: All aluminum was anodized. Q1-46984,02 Page 2 of 8 Glazing Details: The window utilized a 1I$" thick sheet of clear tempered glass exterior glazed onto a glazing compound and secured with PVC snap-ftt glazing stops. Weatherstripping: Description fl.187" backed by 0.23fl" high polypite with center fin fl.187" backed by S/lb" diameter vinyUwr'apped dual-fin foam bulb gasket 718" by 5/8" by 0.190„ high polypile dust plug anti Location 1 Row Fixed meeting [ail and stiles 1 Row Bottum rail 2 Per Window Ends of each interior meeting rail on Test Specimen #2 only Frame Construction: The window frame members were constructed of extruded aluminum. An aluminum vertical silt Ieg extension was sealed to the sill with siticone. Ali corners were coped, butted, seated, and fastened with two #8 by 1" panhead screws. The ends of the fixed meeting rail were sealed and fastened with two #8 by t-1/2" panhead SCTeWS pefJamb. Sash Construction: AlI sash members were constructed of extruded aluminum. All corners were coped, butted, sealed, and fastened with two #6 by 1" panhead screws. ~~d d1.0~Z1 90 Sz i~0 t ~ ~ ? APPENDIX 13•D Climate Zones 1, 2, 3 r.a, c c~_,. wwceewwnve wenwwrraouTC Fnn sxtau •00rtIDNS 1600 So. FI. and Leasl. RENOVATIONS TO EXISTING BUILOINpS AND SITE-fNSTALLED COMPONENTS OF MANUFACTURED NOMES MINIMUM INSULATION COMPONENT INSULATION INSTALLED ete Block Con R-7 - - ~ cr Frame. 2' x 4' R-11 -_- 6' F 2' R-19 x rame, 3 Common, Frame R-11 -- Common, Masonry R-3 AttiO U d R-30 ~' n er le Assemby; Enclosed Sin z g Frame R-79 _ _ ~ lal Pans M R-13 v e Single Assembly; Open R-10 .~ _ Common, Frame R-11 on- rade Sl b No Minimum ~ O O g - a Raised Wood d Concrete i R R-19 R-7 _ _ J 'L se a Common, Frame R-ii - ~ ace I conditioned s RS ~ p n un In conditioned space No mirHmum 0 TABLE BC-2: PAESCAIPTIVE REDUTAEMENT5 FOR GLASS AREAS IN ADDITIONS ONLY MINIMUM iN57ALLED EQUIPMENT EFFlCIENCY EFFlCIENCY ~ 2 Central A/C - Spilt SEER = 10.0 SEER = . __ ~ -Single Pkg. SEER = 9.7 SEER = 8 Aoom unit or PTAC EER, = 8.5' EER = U Electdc Resistance ANY 7 i Heat pump -Split HSPF = 6.8 HSPF = _-!~_ ~ -Single Pkg. HSPF = 6.6 ' HSPF = l P w Room unit or PTHP COP = 2.7 HSPf = CO S v Gas, natural or propane AFUE _ .78 AFUE o`'c-~ Fuel Oil AFUE _ .78 AFUE rn w Electdc Resistance EF = .92 EF = ~ _ ¢ Gas; natural or LP EF = .59 EF = ^~ 3 Fuel Oil EF=.54 EF= See Table 13-607.1.AEIC.3.2 and t 3.608.1.ABC.3.2 Maximum percentage glass to floor area allowed is selected by type overhang length, and solar heat gain coefficient. Maximum % _ - Installed % _ ____ _ GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UP TO20f UPTO3D% UP TO 40% UP TO50°k Single Doubla Single Double Single Dcuble Single Double OH•SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC 1' - .87 0' - 78 2' - .67 1' - J8 NOT 2' - .78 NOT ALLOWED 3' - .78 0'-.75 t'-.75 0'-.81 ALLOWED 1'-.61 2'-.61 0'-.57 0'-.44 1'-.44 0'-.35 ,.. _... ..., .,....___ .~_ ___...__...._........., a..r.,.a,~. a,...ae.aen. s:Nrr. ~s rinunla clear SHGC = .66. and sincle tint SHGC =.64 TABLE BC-3 MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Cracks 606.1 To be caulked, gasketed, weather-stripped or othenvisa sealed. Exterior Windows & Doors 606.1 Max. 0.3 cfm/sq.ft. window area; .5 cim/sq.ft, door area. Sole & Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. Recessed L1gMing 606.1 Type IC rated with no penetratons (two altemadves allowed). Multistory Houses 606.1 Air barrier on perimeter of tloor cavity between floors. Exhaust Fens 608.1 Exhaust fans vented to uncondltfoned space shell have dampers, except for combustion devices whn integral exhaust ductwork. Combustion Heating 606.1 Combustion space and water heating systems must be provided with outside combustion air, except for direct vent appliances. Water Heaters 612.1 Comply with efficiency recµrirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provitlod. External or built•In heat trap required for vertical pipe risers. Swimming Pools & Spas 612.1 Spas 8 heated pools must have covers (except solar heated). Noncommemial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 78%. Hot Water Plpea 612.1 Insuladon is required for hot water circulating systems (including heat recovery units). Shower Heads 812.1 Water flow must be restricted to no more than 2.5 gallons per minute at 60 psig. HVAC Duct Construction, Inauladon & Installation 610.1 All duds, fittings, mechanieaf equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section 610.1. Ducts in attles must be Insulated to a minimum of R-6. L,,,~ HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat Eor each system. ~J' GENERAL DIRECTIONS: ~` 1. On Table 6C-1 indicate the R-value of the insulation being adds a ~~tIkh om n nd the clan I els the a uipment bain installed. All R-values and efficiencies installed must meet or exceed 8dk'e , ~ q g the minimum values fisted. Cbmponent5 and equipment neitbeing aged ated b nk. 2. ADDITIONS ONLY. Determine the percentage of new glass to co tione loor area in the addition as follows, Total the areas of elf glass windows, slitling glass doors and glass door panels. Double the area of all nanvertical roof glass and add it to the previous total. When glass in existing exterior walls is being removed br enclosed by the addition, an amount equal to the total area of this glass may be suptracted from the total glass area. Divide the adjusted glass area total by the conditioned floor area of the atlditien. Multiply by 100 to get the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass (single or double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowetl is specified. Actual glass wintlows and doors previously in the exterior walls of the House and being reinstalletl in the addition do not have to comply with the overhang and solar heat gain coefficient requiremetrts on Table 6C-2. All new glass in the addition must meet the requirement for one of the options in the glass percentage category you indicated. The overhang (OH) distance is measured perpendiculady from the face of the Blass to a poim directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requiremems. Any glass type and solar heat gain cosfficiem may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does not extend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be ehher single-pane timed, double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS. Comply when new system is installed for system installed. 5. Complete the information requested on the top half of page 1. 6 Read'Minimum Requlremenis for Small Additions and Renovations,' Table 6C-3, and check all applicable items. 7. Read, sign and tlate the "Owner/Agem' Certification statement on page 1, 13-D.34 FLORIDA BUILDING CODE -BUILDING ..~ ~ ~~.oo ~ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM E+DOC-04 Resigenttal Limited Applications PrescrPptlve Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems APPENDIX 13-D Compliance wdh Method C of Sub-Chapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use of Form 6000-04 for additions of 600 square feel or less. site-installed components dt manufactured homes, and renovations to single- and muttiRle-family residences- Alternative methods are provided for additions by use of Form 6008-04 or 600A-04. PROJECT NAME; BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ~ y 20NE: t ~ 2 ~ 3 OWNER: -$ PERMIT NO.: JURISDICTION NO.: SMALL ADDITIONS TO EXISTING RESIDENCES (600 square feet or less dt conditioned area). Prescriptive requirements in Tables BC-1, BC-2, and 6C-3 apply only to the components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must be met only when equipment is installed specificalty to serve the addition or is being installed to conjunction with the addition construction. Components separating uncontlitionetl spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Residential buildings undergoing renovatidns costing more than 30 % of the assessed value of the building), Prescriptive requirements in Tables 6C-1 and 6C4 apply only to the components and equipment being renovated or replaced. MANUFACTURED HDMES AND BUILDINGS. Only site-installed componens and features are covered by this farm. BUILDING SYSTEMS. Compry when complete new system is installed. Please Prlrtt CK 1- Renovation, Addition, New System or Manufactured Home 2. Single-family detached or Multiple-family attached 3. If Multiple-family-No, of units covered by this submission 4. Conditioned floor area (sq. ft.) 5. Predominant eave overhang (ft.) 6. Glass type and area: a. Clear glass b. Tint, film or solar screen 7. Percentage of glass to floor area 8. Floor type and insulation: a. Slab-on-grade (R-value} b. Wood, raised (R-value) c. Wood, common (R-value) d. Concrete, raised (R-value) e. Concrete, common (R-value) 9. Wall type and insulation; a. Exterior: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) b. Adjacent: 1. Masonry (Insulation R-value) 2. Wood frame (Insulation R-value) c. Marriage Walls of Multiple Units' (Yes/No) 10. Ceiling type and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 11. Cooling system* (Types: central, room unit, package terminal A.C., gas, existing, none 12. Heating system* (Types; heat pump, elec. strip, natural gas, LP-gas, gas h.p., room or existing, none) 13. Air distribution system* a. Backflow damper or single package systems' (Yes/No) b. Ducts on marriage walls adequately sealed' (Yes1No} 14. Hot water system: (Types: elec., natural gas, other, existing, none) ~~ 'Pertains to manutaciured homes with site-installed comport s. 2. ~~ 0 t'~, 3. ~ 4. ~~_ 5. I .'?~ Single Pane Double Pane 6a. sq. ft. sq. ft. fib. sq. ft. sq. ft. 7. Sa R . tin, ft. Bb. R - sq. ft. 8c. R = sq, ft. Sd. R = sq. ft. 8e. R = sq. ft. 9a-1 R - 9a-2 R = 9b-1 R = 9b•2 R = 9c sq. ft. sq. ft. sq. ft. sq. ft. 10a. R = sq. ft. 10b. R = sq, ft. 11. Type:~~y'p~ SEERlEER: 13 12. Type:~Q HSPF/COPIAFUE: `1 . 13a. _ 13b. 14. Typ ~. I hereby certify that the plans and specifications covered by the calculation are in compliance with Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. 1~~t-Y M t ~ "~ Energy Code. Before construction is completed, this 5uilding will be inspected for compliance in I S accordance with Seddon 553.908, F.S. PREPARED 8Y: _ ~~~~ DATE:~]a UILDING OFFICIAL: 1 hereby certify that this building r compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 APPENDIX 13-D Climate Zones 1, 2, 3 eentuacenFN7S FOR SMALL ADDITIONS 1600 Sa. Ft. and LebB), RENOVATIONS TD EXISTING BUILDINGS AND SITE-INSTALLED COMPONENTS OF MANUFACTURED HOMES COMPONENT MINIMUM INSULATION INSULATION INSTALLED R-7 Concrete Block ' ' R-11 - ~ x 4 Frame, 2 ' ' R-19 a 3 x 8 Frame, 2 R-11 Common, Frame Common, Masonry R-3 - R-30 y Under Attic d l l E z y; nc ose Single Assemb R-19 Frame Metal Pans l O R-13 R-10 _ v y; pen Single Assemb Common, Frame R-11 No Minimum ~ Slab-on-grade R-19 O Raised Wood R-7 0 u- Raised Concrete Common, Frame R-fi d R-6 U space In uncondRione No minimum a In conditioned space MINIMUM INSTALLED EQUIPMENT EFFICIENCY EFFICIENCY z Central A!C - Split SEER = 10.0 SEER = _~_. -' -Single Pkg. SEER = 9.7 SEER = Room unit or PTAC EER = 8.5' EER = Electric Resistance ANY ~ z Heat pump • Split HSPF = 6.8 HSPF = _ _.. t= :Single Pkg. HSPF = 6.6 HSPF = PFJCOP H ~ Room unit or PTHP COP = 2.T = S x ~ Gas, natural or propene AFUE _ .78 AFUE _ a Fuel Oil AFUE _ .78 AFUE _ N w Electric Resistance EF = .92 EF = r ~ a Gas; natural or LP EF = .59 EF = 3 Fuel Oil EF = .54 EF = `See Table i3-607.1.ABC.3.2 and 13-608.1.ABC.3.2 rsRLF ac.2~ PAESCAIPTIVE AEDUIREMENTS FOR GLASS AREAS IN ADORIONS ONLY Maximum percentage glass to floor area allowed is selected by type, overhang length, antl solar heat gain coefficient. Maximum % _ __-_ (nstalietl % _ _. GLASS TYPE, OVERHANG, AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED UPT020% UPT030% UP 7040% UPT050% Single Double Single Double Single Double Single Double OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC OH-SHGC 1' - .87 0'-.75 0' - .78 2' - .87 1'-.75 0'-.57 1' - .78 0'-.61 NOT ALLOWED 2' - .78 1'-.61 0'-.44 NOT ALLOWED 3' - .78 2'-.61 1'-.44 0'-.35 Get certified SHGC from the manufacturer or use defaults: Single clear SHGC = .75, double clear SHGC = .66, and single tint SHGC = .64 GENERAL DIRECTIONS: 1. On Table 6C-1 indicate the R-value of the insulation being added to each component and the etticiency levels of the equipment being installed. Ali R-values and efficiencies installed must meet or exceed the minimum values listed. Components and equipment neither being added nor renovated may be left blank. 2. ADDITIONS ONLY. Determine the percentage of new glass to conditioned floor area in the addition as folbws. Total the areas of all glass windows, sliding glass doors and glass door panels. Double the area of all nonvertical roof glass and add tt to the previous total. When glass In existing exterior walls Is being removed or enclosed by the addition, an amount equal to the total area of this glass may be subtracted from the total glass area. Divide the adjusted glass area total by the condkloned floor area of the addition. Multiply by 100 to got the percent. Find the largest glass percentage under which your calculated percentage falls on Table 6C-2. Prescriptives are given by the type of glass (single ar double pane) and the overhang (OH) paired with a solar heat gain coefficient (SHGC). For a given glass type and overhang, the minimum solar heat gain coefficient allowed is specifietl. Actual glass windows and doors pravieusly in the exterior walls of the house and being reinstalled in the addition do not have to comply with the overhang and solar heat pain coefficient requirements on Table 6C-2. All new glass in the addition must meet the requirement for one of the options In the glass percentage category you indicated. The overhang (OH) distance Is measured perpendicularly from the face of the glass to a point directly under the outermost edge of the overhang. 3. RENOVATIONS ONLY. Replacement glass needs to meet the following requirements. Any glass type and solar heat gain coefficient may be used for glass areas which are under at least a 2-foot overhang and whose lowest edge does not eMend further than 8 feet from the overhang. Glass areas being renovated that do not meet this criteria must be either single-pane tinted, double-pane clear or double-pane tinted. 4. BUILDING SYSTEMS. Compty when new system is Installed for system installed. 5, Complete the information requested on the top half of page 1. 6 Read "Minimum Requirements for Small Additions and Renovations," Table 6G3, and check all applicable items. 7. Read, sign and date the `OwnsrlAgent" certification statement on page 1. 13-D.34 FLORIDA BUILDING CODE -BUILDING i~r7 ~H~t6.vT '~ / APPENDIX 13-D FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 6000-04 Residential Limited Applications Prescriptive Method C NORTH 1 2 3 Small Additions, Renovations & Building Systems Compliance with Method C of Sutr-Ghapter 6 of the Florida Energy Efficiency Code may be demonstrated by the use df form 6000-04 for additions of 600 square feet or less, site-Installed components of manufactured homes, and renovations to single- and multiple-family residences. Alternative methods are provided for additions by use of Form 6008-04 or 6g0A-04. PROJECT NAME: UILDER: AND ADDRESS: ~~ -pERMITI'1NG CLIMATE OFFICE: ZONE; 1 ^ 2 ^ 3 OWNER: ~ Q" PERMIT NO.: JURISDICTION NO.: siHnu Auun runs i u l:xrsl+NG RtS1ueNC.tS (IioO square feet or less of wntl0loned area). Prescriptive requiremems in Tables 6C•t, 6C-2, and 6C-3 apply only to the Components of the addition, not to the existing building. Space heating, cooling, and water heating equipment efficiency levels must he mat only when equipment is installed spedfically to serve the addition or is Deing installed in conjunction with the addition construction. Components separating uncondhioned spaces from conditioned spaces must meet the prescribed minimum insulation levels. RENOVATIONS (Resitlantlal buildings undergoing renovations costing more than 30 % of the assessed value of the bufldingi. Prescriptive requirements in Tables 6C-1 and 6C-2 apply Dory to the componems and equipmerrt being renovated or replaced. MANUFACTURED HOMES AND BUILDINGS. Only site-installed components and features are covered by this lorm. BUILDING SYSTEMS. Comply when complete new system is installed. Please Print CK 1. Renovation, Addition, New System or Manufactured Home i. ~~p ~ 2. Single-family detached orMultiple-family attached 2• C`/16u--~ ~'- ~ 3. If Multiple-family-No. of units covered by this submission 3' S„ 4. T~~ 4. Conditioned floor area (sq. ft.) 5• at • +3 5. Predominant eave overhang (ft.) B. Glass type and area: Single Pane Double Pane a. Clear glass 6a. sq. ft. sq. ft. b. Tint, film or solar screen 84. sq. ft. sq. ft. 7. Percentage of glass to floor area ~• 8. Floor type and insulation: a. Slab-on-grade (R-value) Ba R = tin. ft. b. Wood, raised (R-value) Bb. R = sq. ft. c. Wood, common (R-value) 8c, q = ~, ft d. Concrete, raised (R-value) 8d. R = sq. ft. e. Concrete, common (R-value) Se. R = sq. ft. 9. Wail type and insulation: a. Exterior; 1. Masonry (Insulation R-value) 9a-7 R = sq. ft. 2. Wood frame (Insulation R-value) 9a-2 R = sq, ft, b. AdJacent: 1. Masonry (Insulation R-value) 9b-1 R = sq. ft. 2. Wood frame (Insulation R-value) 94-2 R = sq. ft. c. Marriage Walls of Multiple Units" (Yes/No} gc 10. Ceiling type and Insulation: a. Under attic (Insulation R-value) 108, R = sq. ft. b. Single assembly (Insulation R-value) 10b. R = sq, ((, 11. Cooling system* 11. Type: ~~r ~~ (Types: central, room unit, package terminal A.C., gas, existing, none) SEER/EER: 12. Heating system* 12 7yp , (Types: heat pump, elec. strip, natural gas, LP-gas, yes h.p., room or PTAC HSPF/COP/AFUE. ~ rT existing, none) 13. Air distribution system* a. Backflow damper or single package systems' (Yes/No) 13~ b. Ducts on marriage walls adequately sealed' (Yes/No) 13 14. Hot water system: 14, -rye: (Types: elec., natural gas, other, existing, none} EF: * Pertains to manufactured homes with site-installed components thereby certify that the pia amend specificatiens covered by the calculation are in compliance wdh Review of plans and specifications covered by this calculation indicates compliance with the Florida the Florida Energy Code. C~\W T 1 ~ ~•- t. Energy Code. Before construction is completed, this building will t>a inspected for compliance in ('~ ~~ G 1~1~ ~ accardartce with Section 553.908, F.S. PREPARED BY'-~-~A~1A v ~,yt~__._ DATE: I hereby certify that this building is compliance with the Floritla Energy Code: UI~DIND OFFICIAL: OWNER AGENT: DATE: DATE: FLORIDA BUILDING CODE -BUILDING 13-D.33 ~r~ oi-a~s4.oa Architectural Testing Page 3 of 8 Test Specimen Description: (Coatinuecl) Sc;een Ganstructian: All screen rnembezs were constructed of roll-formed aluminum. All corners were keyed. The screen mesh was secured with a flexible vinyl spline. Hardware: pescri,~tion Quantity Location Metal sweep lock 2 8" from ends of each interior Block anti tackle balance system Plastic pull tabs Vinyl sash guide Metal spring retainer bar Plastic caps #6 by 112" panhead screw Drainage: Description 1-318" wide by 5/16" high weepslot 1-l/8" wide by 3/16" high weepslot 114" wide by 1!8" high weepslot 1!$" diameter weephole meeting rail on all test specunens 2 One per jamb on all test specimens 2 41/2" from ends of screen bottom rail on all fast specimens 2 2-l /4" from top of each stile on all test specimens 2 Ends of screen top rail on all test specimens 2 Esxds of interior meeting rail on all test specimens 2 2-1/2" from ends of screen bottom rail ors Test Specimen #2 Duly nti Location 2 Ends of center vertical sill leg 2 Ends of exterior vertical sill leg ~ Bottom of each jamb draining the jamb hollow on Test Specimen #2 only 2 Midspan of each jamb at ends of the Exed meeting rail on Test Specimen #2 only 5~d dl0~Zl 90 9Z 3~0 '~ 01-46984.02 Architectural testing Pagc 4 of 8 Test Specimen Description: (Continued) Anchorage: Description Qw~ntit„X Location 3/16" by 1-3/4" flathead 10 3" from Inds and midspan at the Tapeon screw head aad sill, 3" from bottom of each jamb and 2" from top of each jarrtb on Test Specimens #1 and #2 # 12 by 2" flathead screw 2 32-318" from bottom of each jamb on Tcst Specimen #1 #i2 by 2" flathead screw ~ 32-318" and 2$" from bottom of each jamb on Test Specimen #2 only Reinforcement: No reinforcement was utilized. Installation: The window was installed into aSpruce-Pine-Fir #2 2x10 wood best buck with ten 3116" by 1-314" Tapcon fasteners and two (four on Test Specimen #2) #12 by 2" flathead screws. The Tapcon screws were located 3" from each end and midspan of the head and sill, and 3" frorr- each end of the jambs. The #12 by 2" screws were located 3Z" from the bottom of the jamb on Test Specimen #1, and 32" and 28" on Test Specimen #2. The exterior I-erimeter was sealed with silicone. Test Results: The results are tabulated as follows: Paraeravh Title of Test • Test Metllod Results Allowed Test Specimen #l: H-RSS S3 x 73 2.2.1.6.1 Operating Force 15 lbf 301bf max. 2.1.2 Air Infiltration per ASTM E 2$3 ! .57 psf (2S mph) 0.06 c5n/fl 0.3 cfm/ftz max. 1Yote #1: The tested specimen meets the performance levels specified in ANSIlAA1~lA/NWWDfi 101/I.S 2-9T for air infiltration. d 9 dl0~Zl 90 9Z ~~O f'~ 01-4b9$4, OZ Arthltettural Testing Page 5 of8 Test Results: (Continued) Parastraph Title of Test ~ Test Method Results Allowed Test Speciimen #li: K-RSS 53 x 73 (Continued} 2.13 Water Resistance per ASTM E S47 (See Note #2) Note #2: The client opted to start at a pressure higher than the minimum required. 7hase results are listed under 'Optional Per, formance' 2.1.4.1 Uniform Load Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 330 (See Note #2} 2.2, l .b.2 Deglazing Test per ASTM E 987 In operating direction - 70 lbs Active meeting rail 0.10"120% 0.50"1100% Bottom rail 0.10"120% O.SO"/100% in remaining duectian - 50 lbs Left stile 0.10"120% 0.50"1100°l0 Right stile 0.10"/20®/0 0.50"/100% 2.1.8 Forced Entry Resistance per ASTM F 5$S Type: A Grade: 10 Lock Manipulation Test No entry No entry Test A 1 through AS; A7 No entry No entry Lock Manipulation Test No entry No entry ~ d d40~ZL 90 5Z ~0 Architectural Testing Test Results: (Continued) Test Sneeimen #l : H-RSS S3 x 73 (continued) Paras:raah Title of Test -Vest 1Vjethod Results ORtional Ferfarmance O1-46984.02 Page 6 of 8 Allowed 4.3 Water Resistance per ASTM E S47 {with and without screen) 9.3 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the fixed meeting rail) {Loads were held for 30 seconds} 56.7 psf (positive} 0.74" See Note #3 61. S psf (negative) 0.82" See Note #3 1~'ote #Ri: The ilniform Load Deflection test is nat a requirement of ANSI/AR~UUIYR'xf'lJA IQ~/I.S.Z-97 for this product designation. The deflection data is recorded in this report jor special code compliance mid information only. 4.d.2 Uniform Lead Structural per ASTM E 330 (Permanent sets reported were taken on the fixed meeting rail) (Loads were held for 30 seconds) $S.OS psf (positive) 0.09" 4.21" max. 92.25 psf (negative) 0.41" 0.21"max. Test Specimen #2: H-R55 S3 x 73 (Oriel) 2.2.1.6.1 Operating Forge I51bf 301bf rnax. 2.1.2 Air Infiltration per ASTM E 283 1.57 psf (25 mph) 0.03 cfm/f~ 0.3 cfm/ttz ma,~c. 2.1.3 Water Resistance per ASTM E 547 {See Note #2) . 2.1.4.1 Uniform Laad Deflection per ASTM E 330 (See Note #2) 2.1.4.2 Uniform Load Structural per ASTM E 330 (see Note #2) 8'd dlO~Zl 90 5Z l~0 /~ O1-Ab984,02 Architectural Testing Page?af8 Test Results: (Continued) Test Spe,.,piffien #2: H-R55 53 x 73 (thiel) {Continued) Paraarat~h Title of Test -Test Method lies is Allowed 2.2. I.5.2 Deglazing Test per ASTM E 987 In apetating direction - 7fl lbs Active meeting rail 0.10"/20% 0.50"/100% Bottorn rail 0.10"!20% O.SO"1100% In remaining direction - SO lbs Left stile 0.10"f20% 0.50"/100% Right stile 0.10"/20% 0,50"l1009~0 2.1.8 Forced Entry Resistance pex' ASTM F S88 Type: A Grade: IO Lock Manipulation Test Na entry No entry Test A 1 through AS; A7 Na entry No entry Lock Manipulation Test Na entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547 {with and without screen) 9.3 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330 (Deflections reported were taken on the fixed meeting rail) {Loads were held for 30 seconds) 55.7 psf (positive) 0.62" See Note #3 b9.3 psf {negative) 0.80" Sec Note #3 4.4.2 Uniform Load Structural per ASTM E 330 (Permanent sets reported were taken on the faced meeting rail) (Loads were held for 30 seconds) 85.05 psf (positive) 0.03" 0.21" max. 104.0 psf (negative) 0.04" 0.21" tnax_ 6'd dZO~ZI 90 9Z ~O ~~~ O i-469'84.02 Architectural Testing Page 8 of 8 Detailed drawings, representative samples of the test specimen, and a copy of this report will be retained by ATI for a period of four years from the original test date. The above results were secured by using the designated test methods and they indicate compliance with the performance requirements of the above referenced specification. This report does not constitute certification of this product, which may only be granted by the certifcation program administrator. This report may not be reproduced, except in full, without approval of Architectural Testing, Inc. For ARCHITECTURAL, TESTING, INC: v~yA ~ .. ~ f DAM, Egnedbr Adam I:FMJf Adam Fodor Supervisor -Product Testing y.~ 2 2/ OipiNtFSpndby:8~n K tkidi Steven M. Urich, P.E. Senior Project Engineer AP:vlm 0 i-4(984.02 O~~d dZO~ZL 90 ~Z ~co